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HomeMy WebLinkAboutSDP202000044 Plan - Approved Final Site Plan and Comps. 2021-04-28GENERAL NOTES OWNER: JPA TOWER INVESTORS LLC PO BOX 5509 CHARLOTTESVILLE, VA 22905 2415 IVY ROAD COMMERCIAL DEVELOPER: JPA TOWER INVESTORS LLC CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434) 293-3719 REDEVELOPMENT PLAN TAX MAP NO.: 06000-00-00-02SAO DB.S268, PG.449 TOTAL PROJECT AREA: 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), FINAL SITE PLAN (SDP2020 000 4) ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. SAMUEL MILLER MAGISTERIAL DISTRICT TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY &ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2020. ALBEMARLE COUNTY, VIRGINIA DATUM: NAD83, N"D 88 x It X, I EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE ....... ..................... $REET,,LAY0 U, GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN T _"!�-APHIC SCACE, USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO --------- if ' 1% 1 i 11%, cr I", SCALE: 1 60' 30 60 120 Sc�' 60 0 IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF. k k It ki, i PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES. ------------- IN FE 2,500 SF RESTAURANT I inch 60,, fL. 5,000 SIF COMMERCIAL RETAIL R=29 L-20 85 7 62.75 ----- - ---------- ----------- - ----- 18,180 SIF COMMERCIAL OFFICE/COMMERCIAL RETAIL 6. 3,280 SIF MAN UFACTU RING/ PROCESSING/ASSEM BLY/ FABRICATION _N ------------ TOTAL SQUARE FOOTAGE: 28,960 SF EXISTING MEDICAL OFFICE SPACE (2,465 SF) COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THE S; 7 WATER E & f _4N APFU FS Mr __(D.B. 156,!J-435) LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40'ALONG THE ROADWAYS. ------------- ---------- -------------------------------- ------------ -- ----- YC E -r TDACL4 Ds:rg:DTAri cca A pDnDnCr_n TDACLJ n"MOCIrr-D IrC 0Dn0f%CCn f%k]-CT f%D DACU QCnAlTf�j= Cf% 1% 1 F]IF_ 0V1L.1JA]1%3. ------ PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. --------------- ------------ ------- ------------------------------------- ----- PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES -------- / RETAIL- 5,000 SIF x 80% x 1 SPACE/ 100 SF = 40 SPACES - ---------- COMMERCIAL OFFICE/RETAIL: 28,805 SF x 800/b x 1 SPACE/200 SF 115 SPACES RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. BALLET SCHOOL: 8 PARKING SPACES MAN UFACTU RING/ PROCESSING/ASSEM BLY/ FABRICATION: RECREATION: N/A I SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) 7 SPACES 1 SPACE/500 SIF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING) CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO GAS STATIONIRETAIL (TMP60-25B): 2,350 SIF x 80% x I SPACE1100 SF = 19 SPACES IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. TOTAL PARKING REQUIRED: 224 SPACES REQUIRED BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 224 SPACES (96 EXISTING PARKING SPACES AND 128 PROPOSED PARKING SPACES - 22 PAVERS, 99 NEW ASPHALT, 7 NEW STRIPED ON EX ASPHALT) LAND AREA: (TMP-6025A) - TOTAL ACREAGE = 4.80 ACRES NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 EXISTING BUILDINGS: 46,385 SIF - 1.06 AC. (22.2%) PARKING SPACES BEHIND THE RETAIL STORE. PROPOSED PAVED PARKING AND TRAVELWAYS: 48,753 SF - 1.12 AC. (23.3%) SIDEWALKS: 5,013 SIF - 0.12 ACRES (2.5%) EXISTING PARKING AREA/GRAVEL STORAGE: 46,450 SF - 1.06 ACRES (22.1%) OPEN AREA I LANDSCAPING AREA 62,487 SIF - 1.43 ACRES (29.9%) Submittal Type Reviewed and Approved by the IMPERVIOUS AREAS. - 146,601 SIF (3.37 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 100,216 SF T.M.P. 60-h-A �'�ERSITY OF VIRGINIA FOUNDATI <�71 D.B. 5184, PG.139 ZONING: RA _DSE: RURAL/RESIDENCE EXISTING OFFICE SPACE 8,�6o SF ---------------------- -- TA.P.', 7,6C-I3-,0+A­-,, 760 A_0' B k�'RXN'T��K-XTHI___ ERBLTRY C D. 1 9 G 37" P XL M. AN 1 98 6B . 4648, PC _3L80 ZONING: R-1 RESIDENTIAL ZONING: _R SI DEN TI L 7 7- L7 �T '�C US&, SINGLE AIJI E HEI� LOT SINGLE FAMILY DETACHED dT STREAM BUFFERS/ FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOODIPLAIN, PER FEMA MAP NUMBER 51003CO267D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM INUNDATION ZONE. STORMWATER MANAGEMENT: 2.79 ACRES DISTURBED. THE SITE DECREASES IMPERVIOUS AREA WITHIN THE DISTURBED ACREAGE. THE POST -DEVELOPMENT TP LOAD REDUCTION FOR THE SITE IS 0.74 LB/YEAR. STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND WATER QUANTITY REDUCTION SHALL BE ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, SHALL INCLUDE PERVIOUS PAVERS AND LANDSCAPED GRASS DRY RETENTION AREAS. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE UTILIZED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. SEE WP02020-00030. NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 240 SCALE: 1" = 1000' LEGEND ROAD EXIS77NG CULVERT DROP INLET & STRUCTURE NO. CURB CURB & GU TTER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED PA VER (IMPERVIOUS) BENCH MARK VDOT STANDARD STOP SIGN 200- EXISTING CONTOUR SHEET INDEX SHEET COVER SHEET 1 EXISTING CONDITIONS & DEMOLITION PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 LANDSCAPING PLAN 5 NOTES & DETAILS 6 NOTES & DETAILS 7 DRAINAGE PROFILES 8 UTILITY & DRAINAGE PROFILES 8A DRAINAGE MAP 9 DRAINAGE CALCULATIONS 9A LIGHTING PLAN 10 MAINTENANCE OF TRAFFIC PLAN 11 TOTAL SHEETS 13 NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ADDITIONAL NOTES: 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 5,000 SF COMMERCIAL RETAIL = 534 VPD (19 VPH AM & 46 VPH PM) 18,180 SF COMMERCIAL OFFICE/RETAIL = 177 VPD (21 VPH AM & 21 VPH PM) 3,280 SF MANUFACTURING/ PROCESSING/ASSEMBILY/ FABRICATION = 13 VPD (2 VPH AM & 3 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) TOTAL PROPOSED TRIPS/DAY: 1,116VPD EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) TOTAL EXISTING TRIPS/DAY: 377 VPD TOTAL INCREASE IN TRIPS/DAY: 739 VPD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPME PLA:NNFWZ0N1NG I I JAM It ENGINEER WV f INSPECTIONS T_ ARB DEPARTMENT OF FIRE RESCUE ALBEM E COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEAL'rH DEPAKI'MENT YI/ WN, it ,SCOTT R. 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I `­.:-._.�­,: ... _.. I I : . ACCESS & 'I/b -1 -- .:,.Y:*.*. �:,--.:".:-'..­,:::,;�;` -�'_-.­ I I - \ � ::�; , . V: -, . - ""k_$ll :5 � �,�, , \ \ . .. _ t `;".�,--� � * DIN -_ �//Vls w \ I !: ____� , =' " - ��::": :: 'FOR:'O*U((011�1.6/ �� .� �13�_ U- \ \ . I 'y .*'�.!,.'��:,;-:.�.*--::::.",:"�-',*:'.;, RECONSTRUCTED �t � B (5,25 SF) . * \ , � �� Vi:]��!��� �,, \ I .. \ , . \ , ) \ � \ I ...... ;,;`-`,.,-..�. ENTRANCE ... i�:��i��,,`�� "I \ FRAME \ / - - � � t, - "' I .1 .�iii��i��!��iii���! �� � \ I BLDG. .. 1: : : . . `­,t - \ \ _1� I ,... ­ , '­ . "::-� ;­,*,:��:.-,:, /`3t.'.-'.::"-.�- LANDSCAPING �.: � �: ': �:, � 11 *1 ,\ PARKING EASEMENT 0- - , \ ��:��i"':.�, ­ :;,.::.,.,-,�--..':,:--',-.,',,.-',...,.-....,..-.'�:!�....,,� --.-,.'­.,%:!-:­ 562.43 :,::::]�:�::�:::i��:��::::�:.:,: i:�� . _...... 'Dl'- - ' -i I , �� ".. � :.,r. . 1; �­ ..., ....'' 1_� I as .. � 1, . I. //vc -, :;7 \ \ \ ,.��i.'�.,�,-',.'..�",-."-�,::.. ­ ..-. ,­ -� . . . I _ . � : �Q. , . ' . .. .,_ , : 4� , . 7 "`DB-5427 PG.220 & 221 \ . .'!�i� ��llil�.) .. . INVIN= \ I �11 - - 1-1 w \ ��j�� ��)�,,�j�':j!,�� '�4"�� ii�� ' I \ ,-"..-...-,...- ....­ 9 :, :.:. � �: � - �.:: . .. t� . p,_ — . -_ \ \ 'i"KN P I .. ',. �,.-;-­: , i:::�:�- . . 1. 555.3 � -1 I __<, -1 - , -.1 : :.:., / :.:, UN vjN�::: \ --_ -1. ui ;7 \ .:�"�.":�*."".,�,�::".:t,.,.�.'-.� ­­_: WILLOW - " : I : �: 151 �::: � \ \ : -'t-,...._ - ..., < ) :��,�:��:�:: .::::�:��:/-:-::`-b546 ENTRAN�E CONC. 1-1 ..��.... I ... I t) w \ \ , _­, . �7:,::, / .... ­):.��:�:. I : � � -:::::::::::: , , ::: �l 1_. . I . , � �i�,.N�',N�: I .'�:::�:�:�i��:�, �. ENTR 1-1 I " , \ I \ / � . ,�:.. _ .. . .. I 560.06 \ .:�J��-�::���T: 13j, ", -_ -_ ", _j \ \ \ 1. �. . : . : 560.07 CASINGS �l a � I . � I __l � 1�1 Z 0 , �li�!�i!�.�,,,._,.b I. C:.."".-�.:...-,:-�-��:.�,.,-:.�-.-�.,:..-.,- / ll.:�:::��:�:�:��:�::�: * .. __1 . ` . .el -_ -_ _j r) F-4 \ '\ ��i::�",.;:::j ": I \ . 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I .1 v �l ,>, _j \ \ \ \ \ \\ **:''M::**:**�i�l, ��::;::� \ I I I I BRICK [ILE] ::���i��::�::�:�: ' , 7 .�- ,;�,-- �/� (00 __ __ ... . ­ . 6 � , , " , . i��J�i�"'s i�_. 1:�,��:;�ll � I I I I I . i�:���::�:::::PLA �: � � - . .. . , 0.07 ... � .�:,* ­. :� � . �1: � �: � ... I. . ,�j,N;�_l i��i, A 15t) ­.­. -�:�::��:�::�:��: : I : I.:.:: , ::,:-�.:. - "): . I . __ METAL _� �_ uj 111. . .... .. I I ... : ,: I., .., �: :::: . . � :- - AUTO ::'....., .: ", _� I � . . : - I I I I . :: �..V 1�. C(5)4�:��J��:� . . , -� -,;: , [- > ,� :. � :: . ., . I I \ �:�::� �:�:, , �. \ I .. I. I .. ­N - � . .:, .: ­­ .11 .. ­11 w :CQ fuW. 1. �x ': : - .. I ,\ \ \ I I I - : . \ : �� ��::��: Z I . . :�� ��:�:��:��:���:�./ �:�:� . BLDG. \ I X ASH . . . I FRAME :1 !�:: i���:�:�:��:�:��:� .,�:7�. . 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I ::j : �,..:�e: �� I � -_ ll�' \ / ROS ASSOdATES ....,.:: ­::: , I : ��:�:�: ��:�:.� * � .:, I :I . __ 66 . \ � I.. , , I . �,���i�� but �::�:06. . ::. . ) ) \ REMAIN \ \, . \ \ :: :. .: I .. :�:::� .1 1. .. . .,\: e � :: �: :: ,J� - 2'' - � I = Lu : � \ :: ::: , . � .:: :, : : � i��il�_: .. 1. . . . � . I D.B. 1083-5'Q \ 4 ­� *. :-* w::��� ::::,: * J:::-� �:- . :,. :- .:­ :. � - .... pl .. . rn, � . w ��:�:���77:�: ::: .: .: � . I :1 : -��:-: .1 .. : , ': ::k,., - . . � :�:� I..:!:: � ) ...-I. ''. '­('QN('. :::::�: �.:::�:,��: �� R.: -::-...::. �::: ..::- � �__� / I \\ \ " -\' b\ \ \ :: m: ::: . ���::�� , a . -�A '' , :: �::,::: � �: : i::::::: L����� : . . I ... z / I D.B. 635-308 P�LAT \ \ \', \ 1�) G� % \ WOOD . ,. �: ::,�:�:.::, : : I :, .1.1.......:: 711:: �.. C) c� (1) \ ', � \ \\, T \ I ::.::::..:�:::��: :.11:.,: � : . 1'. ­:::':::::� * I \ \ \ \ \ ,-,,RAMP I I . . .... . :: �g ::: .: . .-,' .:: ] -�:::��:�_ -.. , -1) ��l I :... �::::�::: .: �::::::: � , : . : ': : � :::':: � ::::::: Top: 559, 6- - - ' ' / / I ZONI I 11\1 \ I � I . . :�:��:� ���J�: 'r � . �. . I r_ - �: � �: 7 - z ,�< NG: (HC) HIGHWAY CqMMERCIAL"\ -_ I \ \ :::�:. - , .::::: :::::::: �: �: : � I 1. . ENTRANC o .1 I I _,_� . . . . ��::�� ����::� . 560.03 ..: ��J�:-� . L� . . . . �:. �. � I . . .. . .. �� �! I... .. � � . .. �. I I. , . b - . I _j � .: . , I . � ::: I I I.:\:.* I , ::,�:: ��: � - '' j==.::: PAV - . . . , , I USE: COMMERCIAL 0 . . .. .. . :: .1 .. I H:: ICE . I. ­ . :::.: . ..­��i� �'�-�::�:�::::. I \1 :J:J�: � ub 0 . . . ... ''. . . �i . , :,: ': � - . I 1. . ,� 1:�i:::_: �.:-: : �-:�'�::-:�::,�:�- � - - - (-)::: : BOX < \ \ \ \ \\ I b52.40 . .. � :: i:': . . :1 V: `� ovlz� �e 4.1, F__j �FICE ) I I \ \ \ \ \ \ �� -ENTRANCE ::. : 't 560.0, 1 / E�IST. SAIN�_ ) \ . I �� :: , '.. .. I.: .� �:��(�� :::: _,­,-4:�: � - w . �:�-,: , . ­ 1. \ '\ 1, \ '\ \ �\ \ 1, I F -��::�� �:�::�� �::� _.._-.:j ::: :: . .. I - � : � LIGHT . �l . 0 � SEWER \ \ \ <, � - . . I .. .- . I I \ , :��:::�:�: �:� . ��:��l T.M. 60-25B . :: :::�: . . P-1 �_ / / \ \ I I � \ \ \ \, ..'' � � �::, .. I .� �:� .. ­-.1 ­.­ . � 11 � .. ui 11 . I . , -59'. .-A . . - .11. \ \ 11\ \ \ 1, I '1� �1:1`� ��::i�� �:�����..'�����:������:�:�:�,:����:::��:i:�::�- . � ,�::k �7y..-,-�� LOT B wm:::: : I:. Q6 9: . � . .11 POLE - : I , :� :... � . . � � A'D *. '' ''. : : ::: - �:: �: ��: �: �::: - . � I I PT . , -ENCE / / / \ \ / I � I ; \ \1 I ENTRANCE 0��:�:��,:� ,:� �,:���!�:�:��,��:�� - 1� �:�:��:� �::*:::::�:'�:���: . O.. I LIGHT X � U 1--ii \ ::,: 4.80 ACRES 1:�:::,:*: 1� - ­ANOUT 0­.­ UL,, j I � . I: - . / / / \ \j \ / I \ 11 \ \ \ \ % 1 562,30 ��5. - �i��::�:� �-.pl . " ,...:.!:�:..::�:��:���i::-����:::�:�::: -,. 1: �� lb ­. . �'­­,6. -.-"-.. POLE & 0 . . ... . . / \ / � I \ \ \ \ I 0 ..`�u�:�::�-�:��'i�:�-:�:� �::::.: �:i:�::, ` � 5 t�b­/ / - - - _:.1 - . !��!� Y L. A ____ 5 - / / / / / li, / \ \ \ \\ \ I 1, I : : . ­...EXISTINGPAVEIVIENT.�� �.:- :: ,:: � � B GAS n.dWIDE NO BUILD ZONE i :::, - -,E:- . __Q__l ;7 / - I � \ , ,\\, \ \ I I EX STING : : T� '' �: � � �: �: ::: 1 N:V':Q J. I �. .. �,� :::: . .: - � .: �: .: --\ A..- BRICK, ,,- �*: ­ I ,... I � . - / / I I \ \ EXISTING LANDSCAPING EXISTING uk\z) ..�:��-..\:�::��i MO LL)'� ' �­ IVIE I ER . : -r , I - �.' -, . -.�;.- :_� : ... U) w . - .1 . .. dkR'lE ' `V ' ' �::: INVou . . , � �, ,, 8 \ \ I . .. I.. :�:]��:: ��:-�:::�::- i::55-4:S�: � ��i::� - : ... .: :::. , EASEMENT FOR FIRE .� . . . � - / 0 I I FDC I .: .,: : �:���i��:: � �. BLOC,K -& : l-, - :.�_ .3.:__�-1. - / / ) � \ \ � � ADJACENT TO BUILDING TO METER TO BE ::CON'6-'.:*' ::'::' .'. � ..: .. � � �:: � �:::::: : */:,: *! :: ::::�%24: �. . / / � I \ WATER .�,:: �: : * �m_­.. I. - . .'�­:�:���:�,:� . . ... SEPARATION I ., ul 0 / : . . I. ... :: *:� -,..:.:,:,,. I : :, : .: :::I: I .. .. I. � . ... .. .._.A,' : '-­ / ',�, ll� I \ \ \, BEREMOVED I RELOCATED ::STEP.S�,::��:.:. .�, :.::.::: - 1. . . I . . .. � j 1: �:' - /I - * , , - . . . 4.. 77�- _ _ , �_ z u / / � z \ \ \ , � I I I UTILITY ­ ,. .1 ,-� * .­��:��:�::�:� �:� � I I DB.5427PG.220 & 221. -�:::��.. . 5R-AME � �,�,_t :.-l' --M - QOL-�' 5 / I \ . \ \ \\ \�, .. ­.. ­�-j:��:.I�::�::�. ��_ ...� I ... . . .. �' T I / / / / / '\ I BOX ,�::lr ., I �: - �.:: :,:: V � ! ]:: i� 1-1 ­� �_ . I I lz � \ \ u, CLEANOUT . I 1-1m �'.�� ::::, ��:�: I - ... .� . . . " - z W 2: (. \ I o' - A . : , � : ': ,l ..� .1 : I 'HY�: 1-.�/*._�Ra D LL 9 / \ \ OVERHANG m NOLIAS I - � . �E. ��� . 1. . . , - �-,j 11 / \ , L . ..... ­­­­ . ..... 1, OVER -HANG . I ,. - . . r1la / / - ::" I �� �: �; �: �: �:: � � I AP .. ,,, '' w ) � \ � \ :�:��-::� -�::,:,.-.��, � � �i I _., , � .. ` , . I ... �� ­ ,k:::: �: I -��:::��i ,.. , . , . ,, . , :,.:,:.. �� I .T A . / / / / \ \ , �:: I: : � :::� _ - -RETAINI El..,V&),,B . . . PG - \ 11 \ \ % 11 I I ` :::.. 777:io'WIDE G WALL ` - "� - ; - . I . * .. 7-_-� " ___ / / �� _) , \ \ ,:. a� - ,:::::: .: . .. - � . - -, . � . . .A - ll� 0 z / / / � � __ � \ L - - - J L - - - i :��!�:�:�:�:�� :::: .l. � 11 .. .. �::: , ". ... . I � . 'ZONING" Ul. 0 MER . I . UT - . - .. � . � " . � / � � - — — .. . I I . '�:� ��:: 'G . . .. ". -2 .:A�� .i. :� .. � _ , " .- . . 11 / - / lll_� \\ \ \ \\\ \, \\BUSHES . ... I ... I � ''. 1�x : �*�� I I - - - .... I... . � m'. .... , .. NT �tANGE EASEME , . . ,� , ,,, c . / . / 4 m I q : : .,: I . I I : , :.:.:::.:,.'� :: : . ::RETAININ. .. - - ' -�E- - � AIIU �- u II. -A . I . . / / ,� � \ *1 \ \ I \ yl�_c -,.., ­:. ... � � :�:�. 1. ... , . k - . .5 54?7�'P'G!2.2o E� 21 . : , . 1. "... U .. '' G/A�j bi . I . .. - / <1 .. G' - ( , %PARKIN �:: '11, � . 7 ' '�"­ � - - ' �:fW , . .. � .:: �..: * . - . . � .A � . . . � � . . . . 1� / &D --, \ \ I \ .­S� ��:�:��:� u N I . 1 . / / �_� I / 1',\ \ \ � \ 'IN . / ��,:�:'EfbLLAR . 1. . E. L, . :... �:: � : � � �::: j I � � WA LL:'�: 11 *�� G . .. . GAS PUMPS . ,:I - :. �, .. �v I . '��' '. � wd . , / . . . 1�) . . .. 1:1 , - ,:�.�:,.., �_,': ]�:��::� -UHA . .. .. - , '' - � - . .. . I / I : . I r �_ / / . � \ \ \ \ . � ­ 9,� . . I � i � .. ''. I ­ ��:��:::�� ^ fT , -' , & PTE, tt. .:1 .. � / 11 k"CESt6,B�-�::::�:�:--'.�::-:::����:�::� �:�:��'�:: -�� _:� �::��:� , �: , .� �. . :: �:: �: � �: �::::: � � � I �.. I � : SIGN I . .-A .. ­ .. .... � I . ...: .::: ::: ': . LEe , - A, : - - .1 .. I . � .. � - - �, , �. . . I .. . A,'� , " � . . I . I �:-� :: ," . .7... �t_w .: - ........ - - . , . . .. . ­ . r- F__q �b :::: �' � , . �,lj��::�:�:��: . . . !:::: , , � �.. --4-iw t"UN..u. � :­. � ­. I., ..',., I I � / I ll�kl / / I -W 6" (4 \ .. ..: :: : �� PqR ...:. I . . �. . . �. . ., t�. . . ? \A w / � , . . . . . . , . 1. . � I ETAL � . j < x / / ) \ 0 I % . .1 . .. , . . W. s ..,. ::�:�i��::� /I . I . . �_ C) (n / 11 .. � / / .. . _ . . 1: .. � " �� '011M � / I. .1 I . , , � . - .. �. - 0) / / - I- " I EXIST NITARY MAGNOLIAD C? '''' , � �:):.��-� �::::�:: ::�.i: ,:�:: �.. ., .. . .�i�,�PPRTION.Pl �.. I .­: . .. '. ... � . . . . . .. � � / " ,/ / � I'll / / / \ 11\ \ \ � \\SEWER LATERALJO BE _V ­. , , , '' / /' / 1�1 <V' - / /' ,_ k, \ I \ REPL,�CED WITH OE I. .. : �:,�: � �:: � � � � �: �.:::: , I I I . . .... I... �, � � .- t.. - . , I I . / / / / \ I I 11 .1 : �: - ... � �. 1. * � - - ZIGHT1 . +- " .. : �- : ... .-I . .. . .,.. o . _� --�_' . - . . / / `l__/l' \ \ \ P�C SEWER LATERAL ', EXISTING TREES TO � � � - - /..... .. . 1. � .. �. �. .. : *. . � . U2, I. . . . I - ,�� � I -i CANOPY .. , - - - - . . ­ ­ . . .. ­ , - , , .. - . 1_� '-? 1� , / - - - I : � I i.. I .. ..,. I . I.. .. - / � -- I I I _- ''. , / OLE( . .. . �- ,� o� 0 w \ . I 1: o � '' ': �p . .-/ .P 11 : '':-;, :!:: . . .: .. ,� .. � , . - - * � / .1 ,_)jk_j9-, ,/ , \ � '� \IN'THE-$AMELOC [ON\-- BEREMOVED '0w \ �. . . . e - :. . -_�: , �" - . - .1 O�A� - / / / / / \ \ WE EXISTING C I ... . - . , �- '_ .. . I .. I 41 - I.- - . - ... � / / / / / / �l 11 / / I I", \ . . . . - . . � _,# -.1, " ." � ''. .. - 1� . . ..: . . - - I. O"F - , . .. � LL � � � ., .. '' � , .. . . . , ,6 1 . / /I " - / Z N, _� \ \ 'A\N ELEYATION OAK W III L W I...... �:: : . �� �,.�, � - I . I � � , . ., . , t .��_ 'A. . _: .��. .. � " o�iF -;��'_l ' .. - . I. .. . � . re / I 11 1, \ _ RAMPTOB _1�1 UJA .. � ... , . A :, . , . .. -- - - .. I .. - ... j � / / / / \ ��' .1. .1": ., ' ". I - ... . . . . . ".. .. . � ;;��� .1, A . :, .. - . / / " ( -\ k , \\, / 777w�-` , ': ' . POLE < / 11 11 / , z \ \1 I \ `X� N1, c') REMOVED / .... I... ".,t,.",...-.'i-�.';',�..-:.,..,�-.--�-. . .. ' .1. .. . / / / �, 11 / \ 1� ", � � .'. / \ \ ".. . �: �.; -- 1- - ((; N - ,, '' , " � .1 (0)HE SIGN / / "I / / I,/ I \ , \ ­ h1l . (D >_ \ , \ \ \ - J> I...... .."': .*�,'.,�,,`::�., � 1.1:_."-�...., ... . t-11- SIGN / �, .� \ , \\ \ 15)) ,� ', ... _. - H'E* , - / / / // / 11 / \ -it \'U \ ,\� 111- ING ASPHALT /��-. 7..; t � SIGA WATER / /I 1� ,,,- e ,_�� � / -',/ ( I \ \\ \ , \ 11 LLOW 0 ­­... ­'. c:) I/ / / // / / " 11 11 - \ \ �; \ \ PATH TO BE DEMOL�,S ED - . . - -/�, 0 - 111. EXISTING DI 0 SIGN 0 METER > / / / -1 " 1-11 I I ,­,�_l ,, \ \ ,l OAK I K''t""": _­ - " TINC. TRY�E P LE G�IF I C c:) 1� \ . i __ I TOP= \ 014 P-11 /11 \ - - - . ­ � ]KUM- TO REMAIW U 11 V_____"� rlq;�,2.� ��_�L--�z��� ------- � / -�-�/ / - 1 -568.06 \ \ 11 I '. ..1-1 :­.. FOUND � r- _ _._W / I / / �l / / 4__)'l,__/ I \ - � - - --I MANALE ' '� \ \ \ \ ._� . 15 " ..�; , / / / / / / "I 11 1-11 ,` " / < / - - TOP_� \ \�\ I :ew, : t.. 0 ,:.,: -, -- / I-, 1, / lll_����/ -, 'I \ 2 1 S�::,; ,-,­� . - . : - .. .. .,.. .. � 5- )2�_ � / / / . / / 11 / �z / `7 �, / LtD SEALED) \ - ,­.. ', . --- �_G_. ----I— \,L-------- _- Lr) G� / / / " � \ � �,< - - _( I YO 1. ,�. - "', �' � .',: "., '­�: :- * ---- ___w -1 , 9� PEAR / _� . - r_-) I .. ' ' / / �, / , I ­., _/ V*.: I , %,: . , P" -, I //v - "�' L=387.34 - Lu / / / \ \ �, / / - ) .. : :.,:t_l.l!l -It.;_._- no -SUM - I --\bL - ___z_ S v 9 — S D SV9 T__l / / 11 '. .� \ _11�11, IRON 1.` ,.,�� / /_ / __ 7.70 �> - - �� �l 9 -- s v -9 :::�—,, zs v -9 -_ v 9 _j / / , ,�-_ - . I -\,tL svq :--� /___�,— -_ --- � —_ --- - s \ __ FOUND ROCK/ 110,P=566114 , ­==�-7 — - - = -,:I- L:; f �, / / / / / AM, ��, \ \ - " �, / 7116 .0j _-, Sv9 - 9 7 _____� — I-- / 11 / / O/ ",- / "I __ , I I __�:_�� u I­- 4- I __ - - — WALL , -'I(,'Nl v- ==_==__ —_ / / / �;, 6 '5 � \_ N I / - , . ffirl_i-,�_,�_ - --�-� - -_ \ v 9 ------ - -_ -_ ____._ .33 .1 _� u 17- I/ / / - \ - / - \,/,_::� ___/' ____ --- �n (N Lu / z / / / / / ,� k_� I - \ � 80 - � I� � / 11 11 / - - - __ , Lu / , /� - - .r _�_______ EN-TR-AN-CE-R-ADI US TO u . ________l__ 0 11 / / �D I I I .11 , ___,� I & GUT _w -- - sl�g ___=�_ / S. R Lu .1 / (b � - - I I// / - OHF - CURB - TE�l m I p �D , ,- - - - - -_ - 0 IVY ROA 0� / , z / / - I 11 - -1 � / I 11 - 564- _� S V'D _---�::__ -- ­:r �--- ` - E-DE90ETSHED-AND— �,Dv - SH WN AS 80'-W[DE- )I ---------------:L- a- I �l I/ ,., __ _� ' ,, __� 1� 1�1 �l � �.DATL TOCL:.= - - ----==-----------I/--- , " ,_ Q�_ 11 '' �___ '�'-�', ' , ,I- - -' - - - - - _ ( -- 11 " 11 ....... �, �� --7 I-, 1 4- ____________�_�� ___ 9 - �,__ ___� -_ --- - - - - -_ - -, -AT IN D.B. 296-432 I / ," ,,, -Z S_ - IK , .�>l , / / � -1 L / x ,�,�,,- /I - S�� I,,/ I l," 0. p P-- -_ _�S " --- � a 1�llc .. � - -1 __� /_1 , - __ ,_ - _- � __ ­ IN NJ I � __�. - - --- - (D.B. 156P-435) 1-1 ____ — 192171 �l - " � , - , — _I\v _____:=__,__���� 11 , �, �, - - - - _�__ -�_ ,-�, ::: ,�, / , �, , � " \q, -- - S ­ . ---APP`tR-lR- -S*r 1�� / / 11 1� 1-11 11 / ,� ,-- - _.�__��l - - , , - / - " --- - f�o. T6 ­X15TI ATE - - ,l 11 z _� 1� 1� - �'l " 1-1 - I �4 v. S; I (' � vg -E _T -----,..I---- BENGH-gARK-�--__ / / , I" I ______�l - - - - �l "_ - , , 55 = - L ME=TEF� REMAIN - - _____ / ____­��,� - --- - , _� - - I --'INV UT - S'q'D ,_ ___�--- ­ - ____, _,, __,-Z_�� / - __ - __ - - - __l A � __2\1111 . � � �;�� SEE NOTE SHIEET 3--­lz� - --I- - - - -- - - — - GRAPHIC SCALE TOP -OF DROP INLET --------___.___ ) - - __ - - - "_,�_ -11 11 y --4-1 � =565.54 5 OA S -___---- '. _:w�� EXISTING_4� DL � -- - I r --------7 - - - - - , . � --, / / - VI / -------- - - -_ VATION = 555.23 SCALE - _/ - - __ __ - - . __ ____- SVID ___�-­: =560.28 -­ - - - FIRE Li5E TO BUILDING I ___ / - - - - - - _'. I _____________.n_ F_ <-%J9 . / __ .___ p,oplID) . - - - - ___t___________ ------------- 0.1�_ - 0 z - - - /_ ___ 1> ..- INV.IN=56 ­3 - I _� 60 120 It , , ,-, __ __ __ __ - � - � _�_ __ : __ -1 _\ ­_ ___ , ,_ , _� " � " , - __ _\ \ ,- -, __ - /_ — — __ __ - — __ — — — / ,� �� - — __ " — — — � �_ __ - ,,, , " , - � � __ - - - � / �, ", � :__-, __ �__ __ ,/ " �, - "___� " , _,_ _', �1_ __ __ �'l � ll� Ic � ,j/�o - 4�,,� n - "� . ��,T� � — — — — — — — �� - . v - 432 - - - —1 ___� 30 1 1 — — � - - - - - __ - - - _vJj: _� .­` ________l___ ___A__�-_-_-_­-�-- ou F 250 D.Q. *�- - - - �� ils I I 1-11 -----------__ 1 =30' __ - __ - - � ( - -- --� ___�______�___ u /s. — ____ r ai_ �� m -_ ----���������������������� _____l_­__ - - - - - - - - __ - - - - __ - \ ­ __ OAS -------- GAS .� ___;_� �. 2��'v 1 - - ---------- EX&TlNG-x-.5­VlrA,Tg0 _______� I I "I - - _­__ - - __ _.- - __ - __ __ - - - - - - - - . 1\1 ___�_ __ ___� � - .11 __� IN P's 50'JIQ _�__�_ IYYRO,A0-RG'W'M ETER-TO­R I _116� I I _--------_� < - - - / L)L SHEET NO. - - - \ ,�_,--- - __ - . ____� __ - - - - __ - - - - - ____� \ ___-;_--_-- - SH ow- - _/ " ­_­� � 11 'Va4-LATEf�Al_ TO BE --, __ ( IN FEET ) - - 0 __ - - - - __ - - - __ - __ - ll��_ _____ _-�� ___�_�_ - ,::��ll _11� - - - --- _­ I inch = 30 ft. - __ - ______ ___ \\ ---------- _1�1______ _________­_­, . ____l____­ /_1 _\ LOA I,-, . 2 - � - - -_ I - � __ __ !i!�_� / __--- - - - 11 ___ vim i rAi�. i v �4_- o MET T-O-RE /TAM zo' UTILIT- WATER LANE & NEAREST^- 1 ASEMEN--° �F w--- =w '�-''" sd� sd�t y_aL1IH LATEF2ALO�- _}H'`T=� c�jf'.��'.� - - INTERSECTION = 43.6' S--ICi�i_w�-- '-s`- sd9_- — BE REPLACED -=-� - (D.B. 156,�?-435) B•55o4,PGz81-z T --=>sv� __-=-w- PROPOSED MIN. _ ___ __ _-_ 4 sa , y vim- =-_ _ AREA OFIGIIL AND y_�sdh--'s 9----s-: �` `,� ��- � Pop PLANTING STRIP------- � - OVERLAY IN i sdq — `- , - - J--•.•-- -".'. ACCORDANC. WITH 250 GAS GAS FLA, �,...-..._ Q pT IN—.D—" —_. •_ "" -.t"`" ��E' i GAS-- — GAS r _ p�s�ANC"�---- S^�o-���U�-Q �-- __ __ __--------- COf�LCBETE SIDE � �-m»5------== PRO FIRE HYDRANTice"`.._._._....._-..-_- '� 1z CON ALL CONFIRM THE EXISTING" WATER METER DOES NOT SERVE THE`PROPOSED o ,�� =FkQLECT_AT z415 IVY ROAD. WATER METER IS RECORDED TO SERVE ONLY 2405 IVY R6AD AND SHALL =6 45 BEND S REMAIN IN SERVICE -AT -ALL TIMES. CONTRACTOR SHALL PROTECT THIS EXISTINGLATERAL AND - - j` - ------ --` METER AND NOTIFY ENGINEEO'ONCE THE J" METER WATER LATERAL ALIGNMENT IS CONFIRMED. O EIZEPC �irvrtiT _______ _�nvvv►v-HS tiU;-WIDE70N PLAT IN D.B.v296-432 A CONTINUOUS CG-z CURB ' TOP 6F DROP INLET 555.23 i a _—� --- �Q---------62- ( IN FEET 1 inch = 30 ft. z w H z H 1 z w O z Lu w C) w w t-- J ::D Q 0-6 H � U ::D ce O w >- O U ©C O H W JL F--1 N w a v=i JOB NO. 192171 SCALE 1 "=30` SHEET NO. 3 Pre -Development Impervious Areas- Water Quality IRQN - — �\ - (Defined by the Limits of Disturbance) � ouN D ' -- �A `� �.. \ � NOTES: �". \ \ ,— \ -- - PROPOSED LANDSCAPED 2 �� Existing Parking 59,773 sf DRAINS SHALL DISC A E.IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER \ 0 SCOTT R. LINS'Z \ \ - o Sidewalk 1457 sf 1. ALL ROOF R H_R� N \ U Lie. No. 035791,`n / \ - R=2962.75 fl GRASS DRY RETENTION BASIN- �� \ SIDEWALKS. \ L=206.85 — — \ I ' Public Road 5,208 sf 2• ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST H\ \VE A VISUAL \ \ 16 04/23/21 TREE PROTECTION FENCING — — °yF — _ _- — — — — \ 66,438 sf INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.— MH _ \ s Post -Development Impervious Areas- Water Quality \ 3• ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAKE A SURFACE SLOPE GREATER T\HAN Z:1+0. jONAL E 20\ orye _ - ~ o �. -(Defined by the Limits of Disturbance) \ \ ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACt THEY SERVE. \ " SANITARY \ \ r" - _'�� \\ Proposed Parking &Circulation 53,464 sf \ \\ \\ SEWER - VAR. WIDTH PUBLIC SWM_ �SMT. \ \ ' \ ,o - �` �� FACILITY ACCESS & ��., — ,,,� / Proposed Loading Area 1,719 sf \ HF - o / Sidewalk 5,385 sf \ (D.BN2706 \ \ \ _ DRAINAGE EASEMENT _ __ — \ \ \ —1 TB) \� EX STING RWSA 12 # - ''DB•550 PG.281-297 Public Road 5,208 sf \ \ VCP\ANITARY <0 . \ , 65,776 sf e TEMP. \\ \� << LINE IRON' ` fl \ 01\STR. \ _ __—� _ SET \ VAR. WIDTH PUBLIC SWM / Overall Net Increase in Impervious -662 sf `� \ \ \ ( SMT• \ \ — CS FACILITY, ACCESS, & / p \ — — — — — \ W t� D. 1 2Y06 \ \ �\ // ��� `� ., � TRIr DRAINAGE EASEMENT / (Within the Proposed Limits of Disturbance) w A \ \ - \ PROPOSED LANDSCAPED Sp DB.55o4PG.281-297 \ \\ \ 6S2O GRASS DRY RETENTION BASIN T/O \ \ \ \ \ z U o AI _Z2 WIDE CURB CUT of Tfl C \ \1 /�► VAR. WIDTH PRIVATE DRAINAGE EASEMENT DB.5504PG.281-297 w �......... /............................ _ Zo PUBLIC DRAINAGE W 6 \ \ Y..... 1 EASEMENT I lip :::TIE PROPOSED DRAINAGE - INTO EX. 1MP STORM' � AT EX. DROP INLET �. �. T::.. �C \ \ T.M. 60 24,\ \ \ ..,...:..t.•.�',•.<.._"..,.:.�..T t� � i frf�QciT\/ n( \/IRCINI� f7nl INIIATInt\I \� UK C.VIV�.Kt I t I �u ? t VC.HStIVItIV I /^ I :�6 z T z. ' / \ 6 / vJ . � o f E z. ' � 5 . 0 I S / / / / i i Y J f - WALL _ 56q,55 =565.54 _ \ r GAS _ == GAS_----µ�_-._----" --= T 4 l 3 � { (( u r <, 'N ERR y..................:....... .. ` p r.LC7T177s3.. _ ' =D .-�" .�: �:'' ..•::::�::: UPGRADE EXISTING PIPE TO 2 U �,- TI 0 S 0 S A 4 E: A t!` S >A ...TREE PROTECTION p ?'a WH L 1 O: h aD RAV• EL: GAS PUM S A .FENCING �d — ` Mp> A . AD i J�'- ( IN FEET ) 1 inch = 30 ft. U.S. ROUE 2 0 IVY ROAD SHOWN AS 80'—WIDE ON PLAT IN D.B. 296-432 TOP NSF DROP INLET _JE- _ _ _ ELEVATION = 555.23 --- — izo z z w w E � 0 0 Q 0 o w 0 C) a z z U) Ocy- U O 0 CD cD z z z g U) U Q Q J Q g z CL w w t- U) U) w w 0 0 a a E � m ca D ::) � � o i w � O M +� O O y..................:....... .. ` p r.LC7T177s3.. _ ' =D .-�" .�: �:'' ..•::::�::: UPGRADE EXISTING PIPE TO 2 U �,- TI 0 S 0 S A 4 E: A t!` S >A ...TREE PROTECTION p ?'a WH L 1 O: h aD RAV• EL: GAS PUM S A .FENCING �d — ` Mp> A . AD i J�'- ( IN FEET ) 1 inch = 30 ft. U.S. ROUE 2 0 IVY ROAD SHOWN AS 80'—WIDE ON PLAT IN D.B. 296-432 TOP NSF DROP INLET _JE- _ _ _ ELEVATION = 555.23 --- — izo z z w w E � 0 0 Q 0 o w 0 C) a z z U) Ocy- U O 0 CD cD z z z g U) U Q Q J Q g z CL w w t- U) U) w w 0 0 a a E � m ca D ::) � � o i w � O M +� O O Conservation Plan Notes: 19 40-TES: LANDSCAPING PLANT SCHEDULE H 0 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED ------------ EE5 TO BE PLANTEP:�MLL MEET THE SPECIFICATIONS OF THE AMERIC4 ASSOCIATION 01�\ NURSERYMEN. THE SYM BOTANICAL COMMON NAME SIZE CANOPY (s� QUANTITY COVERAGE (so WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO PLANTING-OF--T-REES SHALL BE-D-WE IN ACCORDANCE WITH EITHER THE STAND4RDIZED LANDSCAPE SPECIFICATIONS EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL CIETY OF LAND�CAPE DESIGNERS JOINTLY ADOPTEI�,QY THE VIRGIN[k-N.0 �SERYMEN S ASSOCIATION, THE VIRGINIA TREES BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE t CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY A AND THE VIRGINIA—CHA X �TER OF THE AMERI��N SOCIETY OF LANDSCAPE ARCH I CTS, OR THE ROA1Q AND BRIDGE SCOTT �RLINSZ� ENGINEERING DEPARTMENT. 1- SPECIFICATIONS OF THE VIRGINIA DEPARTME�NTQF TRANSPORTATION. UPA ULMUS PARVIFOLIA ALLEE ELM 2 1/2" cal. 366 7 2,562 0 0 PA PLATANUS ACERIFLORA LONDON PLANETREE 3 1/2" cal. 422 9 �p 2. ALL SITE PLANTINGS OF TREE"ND ' SHRUBS61111AL BE ALLOWED TO REACH, ANb BE MAINTAINED �T, MATURE HEIGHT; 3,798 U Lic. No. 035791 i�L, 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF R=2962.75 TREE `SAVE 0 __ THE TOPPING OF TREES IS PROH[BgED. SHR BS, UI�REES SHALL BE PRUNED AND ON�Y TO SUPPORT 2 1/2" cal. 238 12 2,856 e6 04/23/21 CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED -------- AS ROTU N D I LO BA Ll QU I DAMBAR STYRACI F LU Cl F LUA AMERICAN SWEETGUM WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED L=206.85 AREA #i (OUT I -,.-TH-E OVERALL HEALTH OF THE PLANr--- -- ",I, I I L— 0 AND S� -- --- ----------------------- -ACENT—TO 0 PROTECTED. EASEMENTS) =725 SF THE L -APING PLANTS AND TREES AD IE S GH.,T DISTANCE TRIANGLE, WILL NEED TO OE MAINTAINED IN UNDERSTORY TREES -AP, ZONE�-_ PRESERVE SIGHT\LINES AND ACCQMMODATE 101NAL THE AREA BETWEEN 2' AND 7' ABOVE I D, S CLE if PY 1PRUNUSYEDOENSIS IYOSHINO CHERRY 11 cal. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT PEDESTRIANS. REES COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREE LIMITS J TREES TO BE PRESERVED AND PROTECTED. MG MAGNOLIA GRAND I FLO RA'LITTLE GEM' HT, 810 EXISTIN STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE I, 9NE -PROPOSED F EVERGREEN T E"" ILITTLE GEM MAGNOLIA 61-81 54 15 R-E PROTECTION FTT�t6ls 60 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE N IN I LEX x 'N ELLI E R STEV EN S' ELLIE R STEVENS HOLLY 6'-8' HT, 1 44 15 6 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SHRUBS LANDSCAPING CALCULATION'S.-. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EASTINGRWSA:l.2" VCP\SANITA Cj CALLICARPA AMERICANA AMERICAN BEAUTYBUSH 24" ht. m in 12 57 684 TOTAL PROJECT AREA (4.8/'AC): 2A I- 'I 09.088 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. )9 0818 S LINE IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 57 3,648 CANOPY REQUIRED A�1�07. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE 20, 90� SF PROPOSED TREI C NgPY. 21,674\SF I G I LEX GLABRA IN KBERRY HOLLY 24" ht. min 23 57 1,311 PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR E A DEPARTMENT. IVIBURNUM X PRAGENSE 1PRAGUEVIBURNUM 2,052 ND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING A STREET TREES. VP .30" ht. m in. 36 57 V\\ TAL LINEAR FP6TAGE OF ROADWAY WITH NEW BUILDING: 275\\LF 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, T TAL, STREETITREES REQUIRED (11 TREE PER 401) = 7 TREES EXISTING VEGETATION 'IT 01 -S SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY 0 TOTAL TREET TREES PROVIDED 7 TREES + (1) EX. TREE a STREET TREES lExistingtree save area onsite (1.25 multiplier) -2areas asshown 1,115 u SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE INTERIOR PARKING CALCULATIONS: 21,674 0 TOTAL CANOPY TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST N >,� , I I I I — r! TUNNELING SHALL BE REQUIRED WHEN DEEMED, ------ TOTAL NEW PARKING AREAS AND TRAVELWAYS 43,015 SF EXTENT POSSIBLE. BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY TOTAL INTERIOR LANDSCAPING REQUIRED (5%) 2,150 SF 0 u u -k DOUBLE STRAND #12 GAUGE WIRE TOT L INTERIOR LANDSCAPING PROVID 3,738 SF V) ED Lu DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND /C WITH RUBBER HOSE & TURNBUCKLES Lu :3 TREES UP TO 4' CAL, SHALL BE S TAKED z — — — — STAKE WITH 2-2'x2' HARDWOOD STAKES. — — — — — — — — — — — — — — — — — — — — — 2'x2' HARDWOOD < .,j 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY ­� . W� 'I, PROTECTED. r TREES OF 4' CAL, OR LARGER SHALL BE 0 < 2: -PRqPOSED TREE Lu TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED < 0 CUT REMOVE BURLAP FROM TOP GUYED WITH 3 EQUALLY SPACED, TWISTED, IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE 1/w 1/3 OF BALL AS SHOWN U) PROTECTION FENCING AND TURNBUCKLES, LOOP HOSE AROUND EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS A, > COURVEY TAPE. LU INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER SCARIFY SUBSOIL TO 4' MIN, DEPTH TRUNK. FLAG WIRES WITH Lu OR TREE SPECIALIST. REFER TO SPECIFICATIONS FOR 0- /V MULCH SAUCER FURTHER INFORMATION uj FINISHED GRADE A_� TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY 4 EDAR 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF ::4 TREES UP TO 4' CAL, SHALL BE STAKED. Lu PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT 0 TREES 4' CAL, OR LARGER SHALL BE AND FORTH IN EACH HOLE UNTIL SOIL 13 LOOSENED. GUYED WITH 3 EQUALLY SPACED ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK TWISTED, #12 GAUGE WIRE WITH HOSE GUYWIRES WITH RUBBER HOSE AND N, AND TURNBUCKLES, LOOP HOSE TURNBUCKLES 2/3 UP TREE 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE AROUND TRUNK ABOVE BRANCHES TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING AS SHOWN, FLAG WIRES WITH HARDWOOD STAKES, ALIGN THE FINAL CLEAN-UP. 2'x2' COURVEY TAPE, REFER TO SPECS PROPOSr-u:Luy,:Lu x TOP OF STAKES (2) 1 'VVLTH�o FOR ADDITIONAL INFORMATION, DUMPSTER PAD 1992 3,38 �obQEN ENCLOSURE,, MULCH SAUCER AMENDED SOIL MIX N N N COMPACTED SUBGRADE AMENDED SOIL MIX ONCRETE`APRON SEE ETAILS EZT7 V) (f) Lu Lu 0 0 u u u u V) U) V) Lu 0 0 C) 0 > > U) 0 0 13� u u 0 (D LL z U) (f) 0, W LU W n� 12� F- r2 U) < z z z LL Lu Lu (1) U) LL LL_ 0 0 ca co (f) U) w 0� 10� r e E? m a n T I n =Tlx—t=Trr�;= t _rNo T-1 t To Scale CUT AND REMOVE BURLAP FROM TOP in CD re) ­4 —1 1/3 OF BALL AS SHOWN a -k%'? ��AD=V INID�ZnTl TF1 A- MTKI nP'PTP . . . . . . . . . . :-*--.:.: . . . . . . T-i C) C) p, Soil Erosion and Storinwater Detention Devices: Ej Such dQviw5 shall Ilut adveisdy afrect ti=; tv be, saved. 6, Fires. V 71 . ..... P - - I 11 N 12, clealluil: T —0 E' g,'g protective fericiag shall be the last items removed durin� the final cleanup. Zv ATER QNE ..... . . . . . . . . 3. Damaged'frees: 0 V_ S'o Dan g9hall be beated mimediately byptiming, fertilization or other methods.recommended by a tree specialist _j, SV (D. B. 6'b-435) E' _1\1 15 NOTE: I E1,01VEK'N RESP01N51BlLFfY,ro,CQNFER WITH TItE CONTRACTOR 0N TREE CONSERVATI.ON TREESAVE REQUIRENIENTS, S, WATER AREA#2(EXISTING--- — — METER —=�_jqo slog S� GRA P 1 5/11/2020 ----------------- TREE) 30 NER NjGNATUR1-7, MAIM V4 CIAS rpS GIs A 's ' E: ALL PROPOSEDTREES ICQNTVU�Gr P,1JRC1jANFR NIGP03*1URE (j)"E) 511106 Page, I of I R 1 2 0_>HAr— L) A IVI 1 1\4 1 Ivi u IVI ( IN FEET ) 6 ROM THE EXISTING OVERHEAD I inch = 30 ft. �Y LINES. - - - - - - - - - - I - - - -- - - - - - - - - - -- - - - - - - - - - - - - x ----------------- -- u\.,)a - -� P V Lu L0 U- Lu 57 1r) 0 1 ;;r uj Lj J r) (D Lu < < u U re, ui 2: 57 0 u 0 0 Lr) T--i Lu _j u ui r4sj ­1 Lu 0 Lu V) JOB NO. 192171 SCALE 1 11=30' SHEET NO. 5 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION, viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-58J2) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (j) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAy OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T L OCA TIONS NO T SHO WN WHEN, IN THE OPINION OF THE COUN TY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PA AEMEN T TO T14E FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS As SHOWN ON THE ROAD PROFILES. 1J A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH V9OT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT STO. CG- 12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) LOCA 77ON SIDE LK FA CE OF CURB W A BUMPER BLOCK 18, PAIN(- 4' PER VDOT T! 1 4' PAINTED SPEC. 91 STRIPE I (TYPICAL) I MIN. I MIN. I ACCESSIBLE SPACES HANDICAP SPACE DETAIL N07E NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCALISTA TE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77FIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROWDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON S17E PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WTH GREEN LETTERS AND INTERNA77ONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE BUT NO L HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-112- 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE 1 $100 $5001 1 $100 $5001 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE Concrete Bumper Block III Concre . I te- 4,000 P.S.T., Vibrated a Reftibricing 2 #4 Rebu,s, 1 .5" from botto& .5 72"long, 5" high, 4'1 wide to�, 7&guot wide bottom III (Mt drawn to scale) 114"1 12-1 IL- 12" -�,j 6z 3/4" holes v 7 "_'I 1 72" 1j'GAP, TYP. 4X4 P.T. POSTS - FRONTPANELON TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 1" 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) 0 CRUSHED AGGREGATE BASE COUR E TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALEN 1. 1 Z Z)M-ij SURFACE 8" 21-A BASE CO COMPACI SUBGRAC NOTE: 1 . EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. Z4" PERFORATED RIGID PVC UNDERDRAN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1% MIN.). PERMEABLE PAVERS PAVEMENT DESIGN NO SCALE NOTES: BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. 3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 0:0' CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST ]RON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. ASPHALT PAVING - LIGHT DUTY PARKING SPACES 2 SM-9.5 SURFACE C 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEE SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE NO SCALE TOP OF 4" 2 R CURB 28-DAY STRENGTH GREATER THAN OR EQUAL TO JOOO PSI REQUIRED 6" (5' MIN.) 4 in. 10- ..A 1� A, 1j" 14 . . 4 7- A 4 '4 4 i�� 4 CONIC, 4 A A. A. 6 4" 21-A STONE PAq-- NYLOPLAST DRAIN BASIN WITH DOME GRATE (FOR DETENTION CELL) (1. 2) INTEGRATED DUCTILE [RON GRATE TO MATCH WIN O.D. rM F MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE NdERT HEIGHTS REGOMMEADATK)NI A,V�ILAaLr IAC _ OROINOTO (MIN. MAAUFACTURJNG ?LANSffAKEOff) REQ, SAME AS MIN, SUMPI (4) VARIOUS TYPES OF INLET a OnETADAPTERS AVAILABLE: 4- 301 FOR CORFILIGATED HOPE (AOI fkiNANCOR DUAL WALL, AUSRAINCOk CAGLE WaQ, N-12 HP, M SOVER (EX SDR 35), PVC OViV (EX: SCH 40), PVQ� CWK9W, CORRUGATED & RHED P-JC WATERTIGHTJOINT (CORRUGATED 11UP5 �HOWN) _db� L13 I - V-4WOCUEGRATFS 6HAILLEEDUCtUIRONPERASIMA516 GRADE IC-5�115. 2 - 0* & W DOW GRAIES FIT ONTO THE DRAIN BASIN$ YATH THE USE OrAP90BODYTOP. SEE DRAVOINGt�O. 2141-110-GIS. DRAIN UMIN T9 IlE �WTQ?A WtjQFA9TVJj_WAWqRpjN9 TQFW DE rAILS. RISERS ARE N EEDED FOR OASINS OVER W WE TO SHIFFING REST MCTIONS. SEE DRAVANG 140. ICOA IDOA ASTM 03212 FOR COMUG&TED HOPE (ADS N-I ZWCOR DUAL WAU), fl42HPAPVCMWLR(4'-24-,\ 5- ADAPTERS CAN 8EV;QVNTW ONA:IYA3olZ-Q` TOM' TOQET�Pmm: M NA01 ANGLE BE WitEll ADAPfM SEE ORAWNG t6, NOIA 142, 6 - W - 3V DOME CRATES HAVE ITO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 0`480'ACCORDINGTOPILMS 4'N[IN %I ?- 21V VMIN ON W (3) VARIABLE SUNIP DEPTH ACCORONGTORM$ (T MIN. 10mMIN. CH 3T BASZD ON NIANUFAMRING REO.) 11F Vh 0 ,SCOTT R. LLINS�4 Lic. No. 035791,'h�, V) z LIJ SEE'IUSER FOUNDATION NOFE'ON IHISSHEET FOR DETAILS OF THE REINFORCED CONCRETE FOUNDATION. CONCRETE 0 u FOUNDATION BEDDING & BACKFILL SHALL aECOMPACrED z UNIFORMLY IN ACCORDANCE WITH ASTM 02'IZI. 0 r CONTRACTOR SHALL CONFIRM MER INSTALLATION MEETS < z fANIMUM MANUFACTURER SPEGFICATIONS. 0 u u C12 Lu zu) Lu ::) _j 0 Lf) ln� < THIS FIRINTOISCLOSES SUBJECT MATTER IN NYI-OPLAST RAS MOPME RIGHTS. O-E RecFlpr DRAWN BY ESC A(ATEPJAL 3139 VERONA AVE 9LfORb, " Milt 0 0z _j < 2: OR ?Q§S;SqIQN OF Tfl 15 PRLNT P9115 NOT VAF PFI, TRANSFER, OR, UCENSE THE USE OF THE PEWA OR 9ATE gkMo PHNI pu) umuj FAX(T?0)R3U00 Ir N M I­i (n LU TECHNICAL INFOKMATIL)v VEMN HEREIN y1j01aS MW"OpIfaw3mm > z < REVISE08Y OTA FROJECTNOAM9 TITLE REPR CVLV ION OF THIS PRINT OR ANY INFOWTICN Lu CO�ITALqFDHERFJN,ORMANUrACTUREOF,VIY DATE VIOS-13 GRAIN BASIN NTH OCK GRATE LLJ 4UICK SPEC INSTALLATION DETAIL ISFOOIQOF,N,EXCPrOY�PEC[FICYjRrrTEPI LIj MQSIZE A SCALE I AD SHEET IOFf IQMN0. T"1410-M REV C > 2499CGS Lu Lu APFRO)LURAINARFA=194.60SQIN Ce 13� APPROX'AEJOHIT WITH FRAME= 124.001M i ; !:!: I _J� F 1.50 125 0 215.50 L�j Lij z 0 z Lu LLI LLI (f) z _j _j 0 0 0 V) 1-- z uj U < V) u U u C: 0 < < In 0 U LI) Lf) Q) zz:) 0 U 0 0 > 0 0 > U) V) Li L v) ce in z 5 0 U z 5 0 U x (D 0 (D (D 4� < z CL Lu U-) z l-A Lf) V) Lu Q� < ;-- 1`_� U) V) Lu Ce a < D 0 3: LL UI 0 C: Lu ui 0 Ln V) Ca Z) V) Lu LI 0 _j LL 0 _j 0 EQ 1:01 0 :3 Lu 10� uj 10� 0 C:) C:� C:) C:) _4 r1J 17*4 LLI r1i r14 zj ­1 Ln 1� ILD U) 0 T-i C: 0 Ln -i CZ) a 2' DIMENSION3 ARE FOR REFERUCE ONLY TFISPRNTMMO�ES SUBJECT WTTER III V111CH ORAWNSY EE6C MATERIAL 31MVUQMAVE ACTUAL DI MENU IOM MY VARY NYLOPLASIHASPROFRETARYRIGIOS, IKERECEIPT SUFMD,GANS11 NEW 1X8 CLEAR CEDAR 57,#68, OR #78 CONCRETE SIDEWALK DIMENSICN3 ARE N INCHE3 ORPGtSE8&&I OF THIS PRINI'DICESNOT CUI OATE SO" OUCTILEIRON aSf PM VIII)NN443 STANDARD CG-6 uul # GRATE MEETS H1­2Q LOAD RATING IRANSFER, OR LICENSE THE USIE OF TV- DF-UrIl OR I STONE BASE UNDER CURB NO SCALE FAKVl!9"VZ490 QUALITY; MATERIALS SHALL CON FORM TO ASTIA A536 GPA CAL INFORAINT01 SHGM HEREIN xyllol CURB & GUTTER & CHECKED BY VDOT DE 7W,05 "I N�CMIA PAINT OASTINGS ARE FILIRN15HED WTH AMA% PANT REPRODUCTIOCIFIHSPRIATORANY1 _IIoN REVISEDBY ESC PROJECTNOAAME TITLE \-GASMETER NO SCALE PRIOR TO PAVING AND/OR Locvj;tIGDEVICEAVAILASLEUPOtIMUESTSEEORAW[NGNQ. DATE 343-10 74IN*TANDARV0RATKA5MM6LY.TYFtP ARTrLE�tERffRQP4FORTi�EMUOUR�TOOTF.ERS BACKFILLING. IS FORBIDDEN, EXCEPT UYSPECIFICWR SCALE 140 SHEET 10ft DING No. 7*1-11wfr REV C NQTEx COMPONENTS OF CUREI RAMPS CONSIST. OF THE FOI�L IN ry GAS METER (CLEAR CEDAR) ENCLOSURE ALBEMARLE COUNTY NO SCALE C,ENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERA41T WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NO TED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 11 OR BETTER ARE TO BE A CHIE VED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ///. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTE:,"5z' GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUI TABLE MA TERIAL IS ENCOUN TERED IN THE ROAD W4 Y I T SHALL BE REA40 VED FROM THE EN TIRE ROAD RIGH T OF WA Y WID TH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A A41NIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURA L WA TER COURSE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBA41TTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, fl, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 OA Y5, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC-250 @ O.J GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY -YORAL"C' -MEN PEWALK I H IN INCHES. ARE IN GLARE YARDS) GEN CURB WHIN'IF11.111REll' ' IN UNEAR FEET) 'C ' ERAL NOTES: DETECTABLE WARNNIC SIMAC2 N SQUARE YARDS) L THE, DETECT^E, WARNING SHALL BE PRQVIDED BY TRUNCATED ONES, EACH OF DIE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE, WARNING SHALL BE FROM THE. MATERIALS APPROV ED LIST FO! - 3 BE SUMMARUZED. FOR. EACH, CURB CUT ItAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF H -12 'DETECTABLE WARN , ING SURFACE I AND E, SPECIAL PROVISION FOR CG AN DS AND SHALL BE SUBMITTED TO :TlIE 5T PAR SPECIAL UES1101`4 SECTION FOR APPROVAL,�, 3� SLOPING SIDE$ OF CURB RAMP. MAY BE POURED MONOLITH161-4Y WITH wup FLOOR GR BY USING: PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS 4. IF FLOOR IS PRECAST. HOLES MUST BE PR ED C I'D L THA JOINING FLARED SIDES CAN 13E CAST N PLACE VIER ZLEMAERjS ZVI MAX PRECAST RANIF. FLOOR. PRECAST CONCRET $"ALL BE CLASS A-47, E 5. REQUIRED BARS ARE TO BE rio� 5 X 8," PLACED 11 CE TYPE A NTER TO CENTER ALONG BOTH FACES OF THE.RAMP FLOCR,hia-DEPTH OF RAMP FLOOR. M�NIMUM PERPENDICULAR CONCRETE COVER lyz". 6. CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB f CUREI AND GUTTER. 5, WN 7. C 8ViR RAW$ ARE. TO BE LOCATED. AS SHOWN ON THE PLANS OR AS DIRECTED Mo THE ENQNEER...THEY ARE TO HE PROVIDED AT INTERSECTION$ W-ER AN OF A� HIGHWAY FACL T VER CROACCES "BLE JE WITHIN THE RIGHT OF WAY I �� Y -12:1 Mal. 5,3 E S A CURB RE G 1 5 GbP�80"SLU, ARCLE'55 OFILW S5 P, ALKS OR NONEXISTENT. THEY MUST BE W"EAT"�O"W51'IUHFI-M"AILEK.I�I TEXATm S AS S-OW. ON FILMS OR AS DIRECTED 11 THE ENGINEER. AND SHOULOV NOT BE LOCAT , ED BEHIND VE.II,�, STOP LINES, EXJ5jINC LIGHT. POLES, FIRE. TYPE 6 lAYDRANlS�DRO1151T11jLELE I ACCESSIBLE ROUIE PARALLEL U qSTRU TED. . !.F1,TC, S PROVIDE A. CONTINUQU5 N RM AND SLIP RESISTANT -PATH. CONhEC ALL ACCESSIBLE ELEMENTS OF A FAOUTY THAT CAN . BE APP. ROACHEOT.INENTERED AND U$ED BY PEDESTRIANS. 11. RAMP S MAY HE PLACED ON TANGENTIAL 1E11ION1 PROVIDED I H At [HE CURB OPENING IS PLACAN"ITHINR HE LM[�S OF THE CROSSIYALKAND� THAT THE, SLOPE AT THE CONNIE OPENING IS CTION OF THE CURB 124 MAX PERPENDICULAR To THE CURB, 9_ TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADOCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4'" TRUCK IRAFFIC)FOR CONCRETE DEPTH. AT X .2" HIGHER THAN EDGE Or�PAVEMENr 10, WHEN CURB RAMPS ARE USED IfCCONIJUNICTION WITH 4 SHARED USE PATH. AT )k A . SAME AS 16F OF CURB THE MINIMUM WIDTH SHALL,,PE THE WIDTH OF THE SHARED USE PATH- il- WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CR TYPE C 4 GWM AW5111PI-1. BE PROVIDED TO MAIIEU "'"?IVURCHAll�" A VER A 7H�IMIN S5 AL� INTO K THOUT GOING INTO, THE TRAVELWAY. THIS 4� x. 4' PARALLEL & PERPENDICULAR LANCING AREA MA�T INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME CURB AT ENTRANCES OR STREET CONINE CTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD, -MODIFIED AS RECOMMENDED BY THE MANUFACTURER 70 MATCH T I HE BACK OF CURB, e 0 Q 01 Q Ov�r-. 9 p 0 q 0 0 a- 9 0 0 0 0 0 0 0 0 0 (? 0 0 0 0 0 0 0 0 Q, 0 Q Q 0 0 Q 0 Q 0 0 0, Q 0 0 010 0 0 Q 0 0 0 0 0 0 0 _Q 0 0 LANCING RAMP 11 5OX�,65Z OF IIA-,E 111� BASE DIAMETER 'D a 0 0 0 0 0 a a Q 9 0 Q 0 2J .t:7Z�� DETECTABLE NING AT BACK Of' VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12 AMETIER PAY LIMITS DETECTABLE WARNING TRUNCATED IJOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL: XVCCTT' SPEC1,1 ',CATION ROM AND BRIDGE STANOARDS CG-12 DETECTABLE WARNING SURFACE RE,_ ENCE SKIET 1OF 5 REVISION PATE (GENERAL NOTES) lob 203,115 07/15 VIRCINI A DEPARTMENT OF TRANSPORTATION 502 TYPE C PARALLEL & PERPENDICULAR APPLICATION 1111110WAY GRACE IN PERCENT MINIMUM RAMP UENOTH N FEET 4" CURB CURB 0 2 _6" 4 2 5 3 4 4 5 10 7 14 7 16 a I i! 1 15 SUBBASE F E9E_1 111.1 A�IAIKICII OF MORE THANTAUER FOOT a 'CAL AN L 9 . PRO v IIAIV: �O T 5R RUTS NQRPF00IC HALL HE A I&A SET ALIGNER Wtj UT ALT 4 E, AS PE13 AND E 101ECIFICAllQNS, SECTION 5105 OF TH ALL 111-1 �111. -1. "INTANIC AT 'A HT OF B��N � M BE 'S MEASU13ED PER SJANUARD CR-INS. ALL W-BEAM RALS SHALL.BE. LAPPED IN THE DIRECTION OF VEHIQLCAR TRAVET,. FOR THE FINISHED ROADWAY. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED THE W 'CN C -2 M . T ... r - R R E T AL " A i S N5TN T AN FICISAIL 0 US OF ADOITICIIIAL RAIL ON THE BACK 01 TH _ ENT FOR STANDARD GRi2 APPROVED BY THE GINEER AtL30 L. BE AT� PRIOR TO NS ON CG-S NOTES: I. THIS ITEm moky BE PWC9T OR CAST IN ft-CE. W 2. CONCRETE TO BE CLASS A3 IF MT IN PLACE, 4009 PSI IF PRECAST. J. COMNATION CURB & GUTTER HAVfQ A RADIUS OF 30D�FEET OR I CAI-ONG FACE OF CURED SHALL ��FAID I AS RADAL COMBINATION PuRp FRI 4. FQVRERL?TEHE1TTH STABI OPC&G LA 80TTOM �p. M%4rAQr4 C1N;15T TED PARALLEL TO THE SLOPE MB V�L, CM AM IQ THE DEPTH Of T? 5,, A-LOWABILE CRffERIA FOR THE USE Of CG-0 X1 R 13 BASED ON ROADWAY CLASWICAXAI& ' ' GN 1E WROAI')DFSI' N"NULIN 'THIE SECTION ON GS URBAN STANDARDS. A Lu 1> t,� _T, AND BOTTOM OF THECURS GUTTER WY BE CONSTRUCTED 0-1 PARALLEL TO THE SLOPE OF z SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE AT THE OPTION, OF THE CONTRACTOR . MNINUM DEPTH OF. T- IS MANTAWD. Lfl SPECIFICATION REFERENCIE COMBINATION 6" CURB AND GUTTER RGAB BRIDGE: STANDARDS; m 502 VIRGINIA DEPARTMENT OF TRANSPORTATION KVWN DATE � SHEET I OF I 442t. a CLASS A3 NCFTE- ALLOWABLE EXTR APPUCMLE TO SANCE NOW NOT (H.E.S.) T CONCREETEE SECTION C-C *SUGGESTED MAXIMUNA FLARE RATE FOR SEMI-RIQIQ BARRIER SYSTEMS. SPECIFICATION WERENCE xvour XVP= A COPY OF THE ORIGINAL SEALED AND SIGNED ORAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPIECIFICAT04 I STANDARD 6" CURB ROAD AND BRIDGE STMDARPS ROAD, AND BRUGGE STANDARDS STANDARD I]ILOCKED-OUT W-BEAM GUARDRAIL REFERENCE REFERIENCE I METHOD, OF TREATMENT - CONNECTION FOR STREET 'INTEJMCTIONS 502 VIRGINIA IDEPARTMENT OF TRANSPORTATION -REVISION DATE SHEET I OF I SHEET I OF �2 RIEVISI N DATE (STRONG POST SYSTEM) 221 502 REV 5/07 2011.011 501.P4 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 AM COMMERCIAL ENTRANCES VIIRGINIA DEPARTMENT OF TRANSPOWATICIN r 7.4 I` I I k #1 . I "% FLARE RATES- DESjCN, SPEED INSIDE SHY LINE! BEYOND SHY LINE WIT SHY 'I LINE LS FLARE RATE. FLARE RATE 70 9' 301;j 1541 60 261 14:1 50 6.51 2'" 114 * 40, 5- 1 6; 1 8:T * -In 4' 131 70 * I ENTRANCE VOLUME QRADE� CHANCIE D" WSIRMLE MMMIum HIGH 1 � MORE TKAN 1500 VP0 39, ;5_ 500-15M VPD 43X ax LESS THM 500 VPD 0 E 0 (y) Lu CY) Cy) Q) CN Ln 0 lul (y) _j CO 7p 0 CN F- > Q) Lj W 0 > r) C) U) 0 W U) LLJ 0 > 0 _j W LLJ r Lu 06 C) CL (D < 0 Lu u -0 E U) uj _0 C: C3 W cy- LLI 0 LLI z 0 z: u Ld U) U) z C) _j _j 0 W < 0 0 CIL 0 S_ CIL 0 0 0 > u x Lr) TM-1 uj _j u F- LIJ F- E I 0 ui Lu 0 U) JOB NO. 192171 0 Co SCALE NIA C: SHEET NO. I -a Q) 6 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"x EDGE OF EXiSiNG PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED C ONSTRUCTION JOINT rE).aSflNG ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXIISTING SUBQASE PROPOSED ........... - - - - - - - - - - COMPACIED SUBORADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTINU SU1313ASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROP95ED MINIMUM I Y� INCH THICK ASPHALT SURFACE COURSE t3EE NOTE 5) MINIMUM 12 INCHES, OR CREATIER AS NECEISSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS CC E 110 AS DETERMINED BY ORES ($ E OTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. IHEPAVFMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EX15TING PAVEMENT. SUB WRIFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE A13DRESSED IN THE PAVEMENT DESIGNL 3- A MINIMUM OF THREE CORES SH&L, BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE To DETERMINE THE TYPE AND THICKNESS OF EXISTINO PAVEMENT LAYERS� THESE CORES 5HALL BE: 3PACED NO MORE THAN 509 FEET APART. 4. THEAIIIACFI" TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH Of IV, INCHES 0 REPLXEO WITH AN ASPHALT 5URFACE COURSE TO MATCH THE PRO $, D PAVEMENT WIDENING 5URFACE COQRSE,UNLESS WAVED BY THE ENISINEEMR 5� THE ENGINEER MAY REQU13E THE KILLING DEPTH OF THE EXrTING PAVEMENT TO BE ADJUSTED 10 ACHEVE AN ACCEPTABLE PAVEMENT GRO55-SLOPE AND EFFECTIVE SURFAU DRAINAGE. G. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL 13E TESTED USING A 10 FOOT 5TRA2GHrE00E IN ACCORDANCE WITH THE REQUIREMENT 3 OF SECTION 315 OF THE SPE CIFICATIQNS. XVDO-r SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF I I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 1 VIRGINIA DEPARTMENT OF TRANSPORTATION Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes i. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January a.5, 1.998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with IRWSA is required prior to the start of work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-297o ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within ioo feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 3.00 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. io. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. ii. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 23. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. ,DEN BOARD PSTER ENCLOSURE NFORCED PAD 12 1-011 DUM[ NO SCALE CONCRETE DUMPSTER PAD W/ BOARD ON BOARD DUMPSTER SCREEN NO SCALE JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED W17HIN THE RIGHT OF WAY, VARIES --10'±-- - 01±-- I 1 5' 1 1_10, I - 5' - I -I WATER SEWER 0 LOCATION OF EITHER UTILITIES (GAS, ELECTRIC , TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 201 MINIMUM WATER & SEWER - 30' MINIMUM A SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --­� � I' -ADJUSTABLE VALVE BOX W/ LID Z Li Z 2 M.J. CATE VALVE LINE 2500 P.S.I. CONCRETE S 4 2'x 2' BEARING AREA. THRUST BLOCK .4 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 45' - In ax L 2 45' 4,5' max PLUG 2 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHORIF 45' REQUIRED. min TREO UEE)OING AS REQUIRED 45' -VM 15N I T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEEAND PLUGS VOL, SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L IT T L H T 90 2-50 2.50 3.01 0.24 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0,10 2.00 2.25 2.50 0.15 11 1/4 L50 2.00 2.50 1 0.10 1 90 3.66 3.16 3.21 0.48 5" 45 2.66 166 2.77 0�26 22 1/2 1.�$ 2�16 2,69 G.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2,16 2.67 0.13 1 90 4,83 3.63 3,42 0183 10" 12-� 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2,a6 0 ' 43 0,24 3.83 0.52 11 1/4 1,83 2.33 2,84 1 0.18 1 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANCES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS INTS FIG. W-3 TD-3 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MAIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) _L2�L 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 5'0'0" IN LINE WYE-TEE P LAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 3-2 TD-31 10'x12'CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2. 1 xW2.1 WWF AND BROOM FINISH t/a SEND Top Vlew 6" MINIMUM 4' MINIMUM A 4" MINIMUM .4. 4 NOTE: RESTRAINED JOIN-F FITTINGS. -1 Side View 42" Minimum .4 4 4 rCertiflection of 95,1 :0 re compaction quired 4, 4 4 Gulvqnized Steel Beam, W12 x 14 (min. slize) NIN I I.. 'A.. 3' min. peneircition into undisturbed 45' soil , or as approved by Lhe ACSA. T", =Tn= _�, aa== ENMI - 1-111 TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-313 TO-5 " "MPRE * M LE PI PL - 4 .3,4 A PE CGQ ]No ?PROVED EQUAL I' TYPE "K' 5CF7 COPP �E I— FOR USE ON ATTACHED SINGLE FAMILY CO"M REST) TIAL 1.1110E1 OR DUAL RISIDINTAL AND I�A!RIQATTON TEE ®R WEATE Nr 'S NO SWEATED FITTINGS DUAL SERVICE R I' COMPRESSION x J/V MALE PIPE COUPLING OR APPROVED EqJAL TYPE: '11' SOFTCOPPER FOR USE ON DETACHED SINGLE FAMILY R F E,IOEHnAL SERVICE YdHERE AN IRRIGATION METER IS NOT PROVIDED� SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC, PIPE. NI,Lt5�,AHT TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-15A TD-10 FINISHED GRADE I-F-71T]=-rFT-7:-TI-F-�--:ITI=--rFT--- TRENCH REDUCER '7 .4 -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - -- UNDISTURBED SOIL ly, MR PROFILE VIEW UNDISTURBED SOIL - EDGE 4. f OF TRENCH 4 24!' IAR __y_ --- - T - - - - - - - - - - - - REDUCER 6' MN. 2500 P.S.I. CONCRETE THRUST BLOCK­J� VIR - - - - - - - - - - - - - - - - - - F T - - - - - - - - - - - - - - - - - - UNDISTURBED $OIL - EDGE OF TRENCH -1 24:' MN. NOTES: PLAN VIEW * NOT TO SCALE * NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR SOLT51 * 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. * 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. * CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. * THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D _TD-7 �00 0) In L:' E E ,n La LL U _0 N CL E LLJ EV) Li 0 bi 0 0 !2. Z ra E E L 0' P "a EL, Iq !S L0 LU (A EZ ELI Ld 0 __1 Of 0 OL E E E E _J to M _E E E go Z 0 0 DO 0 0 Z 0 _E t E E r: G` E cl E LLI 1' Cq E LU C'I LL TYPICAL MANHOLE FRAME & COVER N.T.3 FIG 8-1-D TD-29 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA--o' 1'-0" MAX 2'- 0 RUBBER COATED STEEL STEPS CAST IN PLACE .3'-6" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS MAX -16" MINIMUM ELEVATION DIFFERENCE ACROSS M. H. 5 5'. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE—, VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. id A FILLETED INVERT FOR A SMOOTH .4 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W1 NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 NOTE. HYDRANT MUST BE IQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 'KTHE LOCAL STANDARD, NGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" 7 CU :T' LVE BOX 08 S_r�t41a 42'MIN 6" GATE VALVE a" X a' A TEE 2500 P.SJ. CONCRETE BASE AND rHRUST BLOCK AGAINST 0 UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WiEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES NTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLE$ ARE ALIQVE THE PREVAILING (;RQUNPWATER ELEVATIONI IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED CRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T�S. FIG. W-4 TD-8 11 COVER LIFT NOTCH 12 3/8" WA I LK CAST ION LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD-1 3 (300D FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I 24" 1111 INITIAL BACKFILL 24 IN MIN IYIIN� MIN. MIN. BEDDING #68 STONE 4 STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION q1 4 MI INITIAL BACKFILL-\ 4,M] J UNSTABLE a. 8. MIN MIN #68 STONE --GRANULAR FILL AS APPROVED BY AC SA TABLE OR ROCK ST- S Sol NOTE : LNO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION $HALL EIE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 0 0 0 SC03TT R. LLINS �e, U Lic. No. 035791 11h, 0 03/10/21 IOXAL t w LLJ 0 0 U U F- < < Z U) V) U U M 0 < F- U W W LZ �: �: i�: U Z =) F- 0 0 0 0 U U 0 a Z > > 0 < CL V) Z Z 0 W ::) :D U U LU 0 0 U) ca LU LU Z) _J U U < < Z Z 0Z < 2: Z LU :5 Ica V) (1) _J a- UJ LLI > < 13� od U-1 0 0 LU cl� a a U-1 < < LL LU 0 > 4 _J > LU LU LU 1-- F- V) U) Ce Ca LL. LL_ ::) 0 0 V) _J _J LU < 0� �7_ ED U) U) LU LU C� 0� C:) C:) C:) --I LU 1714 C:) rN 1714 r4 1714 Lrn-i T-4 Ln -A T-4 C) SCOTT R. LINSZ LU Lic. No. 035791,E 03/10/21 ��SSIONAL E��1 w w w > O O n Q Q 00 Q d N� STR16, VDOT STD, MH-1 0 Lu a a STA. 16 06 00 o -: - Z U W o o 0 Z V OV > > o ��(D z a U) 0 w z z Z o 0 o Q a z z CUXZ J U) U) F co W Ln z uj Q Lu V/ W ❑ ❑ 7 a v, a a 1 5601W�� ANS FOR � 0 DETAILS > ¢ w w T❑ STR, 12 W m o 0 w a a m m CD fN O CN 'L '\ i i o ❑ L j N M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+25 Z J STR 1.2 - EX STIR IVY T_ °- w � �-- z (3) d' d' 'J Q It ' z O H CV N Q > z w uw Z _j Z w O to I~- W J L9 _j W �- Q C) 0 = W � U W w Y Q Q w U z ulU) uw o zw 3; i W l� Q i F- u NOTES: W Q 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. � Q A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY Q VERTICAL SCALE OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE CD 5 0 2.5 5 10 20 THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE p ` ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE 0 p > SPECIFICATION 303.04. N F -1 3. ALL FILL MUST MEET 95% COMPACTION. ( IN FEET ) 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 1 inch = 5 ft. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE I N w HORIZONTAL SCALE PROVIDED. = 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. �Fj U' 50 0 25 50 100 200 l._. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN JOB No. 12' (NO SL-1 ON SANITARY MHS). 192171 ( IN FEET) 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE SCALE 1 inch = 50 fL. TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 1 "=50' SHEET NO. V � _ � x W TP-562,75 STR�8, VDOT STD, MH-1 570 ~,w � � �`'� INV IN. 556,19 T❑ 8 STA, 17+49,04 � INV ❑UT� 556,09 T❑ 2B- TP=562,40 � 570 � i-- � f-� � �:�in ca F- INV IN, 557,01 T❑ 10- x �t� � ��p INV IN. 557,01 T❑ 12 �.d -- w � i� �. o � � � �� STRi1B, VDOT STD, MH-1 �STR�2B, INV ❑UT� 556�91 T❑ 6 n m � _ STR;2, VDOT STD, MH-1 > '-''�' > � � �Nz min ��. STA. 12+47,71" TP=560,50 VDOT STD, MH-1 STA. 15+52,30 � ¢�> 565 -- p > o{oo'-' Z� INV IN; 554,10 T❑ 2z STA, 14+66,60 TP=563,00 ci v~i�� 565 � ~ ¢ � INV INS 554,10 T❑ 2- TP=559,50 INV IN: 555,82 T❑ 6- o H � �` - po' o � ¢ �� Z» ~ INV ❑UT, 554,00 T❑ 1A INV IN; 555,29 T❑ 2B INV OUT, 555,72 T❑ 2 - f _____x o � w > H H - -- INV ❑UT� 555,19 T❑ 1B - °i-= 5 6 0 v~i c~i� w - I SEE SWM PL -�,--, ADDITIONAL PERTAININGZq f//7- 4• HDPE 555 �i � �� /t%� /f//I�/ 24 PVC � 35�63 LF @ 0�50% 555 0,50% �� 1A EX IVY 24 PVC 85.71 LF @ osoi U4' I � ' r '� PVC _ LF @ ,0.50% PVC - 170,31 LF @ 0,50%-�� -53,69 LF @ 0,50%-- ^218,88 - ---- --- 550 550 24' PVC 77,40 LF @ 0,80% 548 ( , 548 W W � Lf7 � Ln � Lf7 CO Ln o � o Q� Lf7 � 1f7 o �0 o �D `0 �D (lJ CLJ N Crj � Ln l_7 L7 � � � � � � In Ln Ln Lf7 1f7 Ln � � � � 1,D � � � � W L.� 570 570 565 565 WK ERLINE TO) iEND2'BEN H CRO 3SING AT AF FRUA. 5 0.11 CON TRACTOR TO VERIFY CRO 351NG 560 I'll IE HYDRANT A55EMBLY 5 G 0 CO EXI;�VlIiG'..' —6"-12.251 END WATEI JNEW/ 3.2"x6" S.&V. 555 555 ww _j _j Ln - CD 1,D Cu - CD C:) w w r, 'zj: m lq- L3 Lo 1,D u-) '�D 1,D Ln n I'D Ln W Lj_ 10+00 10+50 11+00 11+50 11+75 FIRE HYDRANT I I I I I EXISTING RWSA SEWER MANHOLE 570 STA110+00.00 570 RIM:568.0 EXISTING INVERTS TBD 565 565 STING 23" STORM PIPE A PROKELEVATION56 .28 /-6" FIRE H) DRANT CRTSING 560 560 PROPOSE 6" PVC SAN TARY -SEWER LATERAL TO R PC ACE EXISTING q" . Y SANITAR'� W R E E LATERAL. fAAINTAIN E�ISTING LATERAL MANH OLEIL OPE TIE IN AT SAME IORWSA LC CATION 555 AND ELETION AS EX STING 555 550 550 I _j CD m CD 6 w w �,D I'D Oj 0 I'D Oj 0 LO L3 n n LO U-) 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL STRilB, VDOT STD. � STA. 10+0 TP=56 INV INi 554.10 TO INV IN1 554.10 T INV OUT, 554.00 TE 505 PROPOSED 565 -GRAE EXISTING A _GRADE__�, 560 \\__CO 560 \_��055f.51 OPOSE _\_____ppI: R FO RA UNDERDI 555 1036 ssg3l co - C:) C:) U) 00 ___PRqPOSED _j _j _j "D '4 "o �,D \D LAT[RAL 11 u-) Ln 10+00 10+50 11+00 11+25 C04 - C01 D 4 11 FED RIGID AIN AT MIN 3" SAN EV. 559-37 H-1 0.00 S�R22,'VDOT I STD. I DI-3C L=8' ).50 565T STA. 10+53,78 565 22-\ TP=560,20 3 2 INV INi 556,75 (FROM UNDERDRAINS) 1A PROPOSED INV OUT1 554.75 TO 1B =XISTING GRADE__� GRACE-- I F11 �Vg 2i. 5601 --ni N - 1 557-52 .559.2 75-! L10 PROPqSED 4" L. — I -P R I D-T D- EX. DI FIRf LINE UNDER, DRAIN '6 T MIN 555 TO �UILDIN�G i% SLYPE r 555 \--I ROPI SED &SAN LATE AL LATERAL ELE V. 56o--� 4 IT Pvc 550 550 548 F5 4 8 > > %'0 I'D C? - �10 LO r- - CD CD CD C:� M co CD G� - CD Ld Ld C5 '\D C:) CD %'0 1,D Lr) (,j \D '\D C� 1,D I'D Cu klo ko Ul Lo n Lr) T) U) U-) U-) U) n n Ln L0 Ld LL_ 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 STR22-STR 1.13 NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. STR118, VDOT STD, MH-1 REPLACE EX, DI TOP STA, 10+00,00 TP=559.50 INV IN, 556,03 TO 20 EX. INV OUT, 556,03 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 1 t. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 fL. NOW CONTRACTORTO ERIFY EXISTING ST R 18 STORM EWER INVERT 3. STR 3.8 SHALL BE REP LACED W TH MANHOI.E TOP. STR 2o SHAL BE INISTAL�ED-ON EXISTINGST RMSEWERqIPETO NCCOMMODA TIE NEW ENT�ANCE 555 ADjus 52 STR20, VDOT STD, DI-3B, L=8' STA. 10+17.79 TP=560.33 EX INV IN: 55&37 INV OUT: 556.37 TO 18 560 I I 1 1 5551 24' EXISTING CIL III RCP 17.79 LF @ 1,93% 1 1 � ��521 ,D Ln _j _j ;10 Ln LO LO Ln n W LL_ 10+00 10+50 10+75 STR20- STR i. HIGH PT STA: 10+04.57 HIGH PT ELEVi 587.24 PVI STA:10+30,67 PVI ELEVt585,78 1<112.00 LVC:52.20 Ln Cu r'_ ,I- r m M _' D �0 L) 5 9 0 Q u '4 Li u - 5 9 0 -5,5clx-, > P:l D > �' Li 1W LO PT STA-I 12+82 4 PVI STA:12-11,14 585 PVI EL i5 7.84 585 L/ I - 10� n � . U L\' C:141.@1 1,D +, + ,D 580 Ln Lf-) 580 Ld LLJ u u > u > > pq Ld L�Lj 575 575 "N LOW FT ST�: 13+88.57 LOW I T EL V: 5( 128 F VI-S T-A T'1_3 4 -4 a-.T9- PVI qLEVi5Sl,79 570 P2&0p 570 BVCSi 13+0' 100 563.-'l _BVCE1 EVC-S- _[3-+_0 T a7 EVCE: 561.2 8 565 1 �565 7INGRWS 560 -ING SANITARYSE�IER 560 ROSSI �,G. CONTRAC�OR TO WERIFY �EPTIHIAT CRO�SING Lu E'LEVATliON 555 ry 5551 Lu 0- 0 I 552 552 >> Ln m CY) �,D U') 00 _j _j r, 00 r< m co 00 Cd 0� r__ m 110 (yj I'D 1,D LD LD n U-) Ln n Ln n Ln W Li- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 vijul ->Ili, mm-l— STA, 17+49,04 570 TP=562.40 570 INV IN, 557.01 TO 10 INV INi 557,01 TO 12 INV OUTi 556.91 TO 6 565 565 STR:10, 24' YAR SEE DETAILS Ol' SHEET 9A ----SET, STA. 11+62.08 560 TP=560.00 INV OUT1 557.8E 24� PVC 555 162.08 1 LF @ 1 0,50% 555 552 5��2 w CD r- CD (u m co CD 10 It _j Lf� 1,D - 'q 1,D ('j 0 I �,D D �,D Oj kD LO Lo n Ln U-) LO U-) Ln w L_ 10+00 10+50 11+00 11+50 12+0012+25 STR io - STR 8 DRAIN VSMP FUTURE CONNECTOR ROAD 25 MPH DESIGN SPEED STR:14, 24' YARD --- I IJHAI SEE DETAILS ON VSMP 77 570 SET, SHEET 9A n STR:16, 24' YAF STA, 10+93.84 DRAIN TP=559,00 SEE DETAILS 01 INV IN: 557.74 TO 16 SET, SHEET 9A INV OUT: 557,74 TO— STA, 11+79.02 565 TP=561.50 OUT: 558,1_/ -INV 560 560 INV. 0 JT z 557.28 15' PVC Z)- pVC YARD DRAI 93.84 LF 05 0% 85,18 LF 0,50% 555 1 1 1 555 552 552, bi _j _j Cu m 1,D co I co 't "t C:) �,D T) �,D in Cj 1,D ,.D n C:) 1,D ,D U-) Oj ,D LO L3 U-) In bi 10+00 10+50 11+00 11+50 12+0012+25 I STR 3.6 - BAS IN AT STR3.2 I 15+50 16+0016+25 D ,] VSMF ' TO 14 GL, -) LL 0�79 I op, �' SCOTT /R__'Cl!�LLINS 't2� Lic. No. 035791 4�1 03/10/21 -ONAL Lu 0 u 0 z u (f) Lu ca Z:) u Lu _j 0 0 ::p 0 U) —1 < Ce I < I 2: : Lu U) �_l > ED _j < Lu Ce ­1 Lu a- Cl Lu > ujLu Lu LIJ 0 0 U U U) (1) u u U) U) 0 0 0 0 u u L9 (D U) U) Lu Lu 0 0 Lu Lu Ln U) LL U- 0 0 Ca co V) U) Lu Lu cl� I fn� r*4 r4 C:, T Lu " N __ T-4 '_j Lr) C:) CY) Lu (y) C6 z CY) (y) C) w 0) (N CN w > z U) LLI L0 u z r w LU ul U) F_� Lu 10� U) w 0� (D CD C) 0 (N u 4� 112L ui F_ _j LL I F_ 71, UJ Lu Z I CL *---I LL. 00 i al� ui 12L > uj UJ (D 0 < uj z < n p__q U ui 0 U 0 L0 T--j Lu Nt Lu r-1 Lu 0 Lu JOB NO. 192171 SCALE ' it[ =50' SHEET NO. 8A (\CRAPHIC SOLE \ 60 O� 30 \ 60 120 \ / / 240 \ I inch = 66\ ft. / / ` / / \V ` Stmettire Area (Acres) Cw t� (IVIui.) EX IVY 0.87 0.80 11.3 22 0.58 0.55 7.2 20 0.14 0.85 5 18 0.00 0.30 5.0 16B 2.19 0.35 19.1 16 1.71 0.57 7.5 14 3.00 0.45 19.0 12 0.52 0.52 13.5 10 0.48 0.45 9.5 8 0.15 0.83 5.0 6 0.16 0.83 5.0 4 0.07 0.80 5.0 213 0.00 0.30 5.0 2 0.00 0.30 5.0 113 0.00 0.30 5.0 1A 2.14 0.76 17.2 EX4 0.00 0.30 5.0 EX1310 0.55 0.74 11.0 EX B6 0.64 0.48 15.5 EX 134 0.75 0.90 5.0 EX 132 0.75 0.86 5.0 -EX IVY INCLUDES TrE DRAINAYE FROM EXB1\0 STR-22 DESIGNED F10R 100% CLOGGED PAVERS jSTR 16 INCLUDES SX TRACKS CULVERT DA \ / -STR 1AtNCLUDES E B6, EX B4, tX B2 DRAINAGE -10-YEAR STORM FRO WHITE GABLES RELEASES \> - - \ _ _ -- / / 2.2 CFS ROUTED \ FUTURE WHITE GABLES fi R N \PHASE SDP-200, 1 \ \ y -00034 YNO y 1 \ 1 VSMP UNDER REVIEW ) \ ,� _ 20__ DRAINAGE DESCRIPTIONS STR. NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (in.) LENGTH* (ft.) SLOPE (D/D) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION 12 24" RISER EE SWM CG-6 0.00 - 559.45 VDOT STD. IS-1 REQ'D 11 24 35.63 0.51 % 557.19 557.01 PVC 8 VDOT MH-1 CG-6 0.00 - 562.40 VDOT STD. IS-1 REQ'D 7 24 143.04 0.50% 556.91 556.19 PVC 6 VDOT MH-1 CG-6 0.00 - 562.75 VDOT STD. IS-1 REQ'D 5 24 53.69 0.50% 556.09 555.82 PVC 2B VDOT MH-1 CG-6 0.00 - 563.00 VDOT STD. IS-1 REQ'D 2C 24 85.71 0.50% 555.72 555.29 PVC 2 VDOT MH-1 CG-6 0.00 - 559.50 VDOT STD. IS-1 REQ'D 2A 24 218.88 0.50% 555.19 554.10 PVC 1 B VDOT MH-1 CG-6 0.00 - 560.50 VDOT STD. IS-1 REQ'D 1 C 24 170.31 0.50% 554.00 553.15 PVC 1A VDOT MH-1 CG-6 0.00 - 558.28 VDOT STD. IS-1 REQ'D 1AA 24 77.40 0.80% 553.05 552.43 PVC 10 24" YARD DRAIN CG-6 0.00 - 560.00 VDOT STD. IS-1 REQ'D 9 24 162.08 0.50% 557.82 557.01 PVC 22 DI-3C CG-6 0.00 8 560.20 VDOT STD. IS-1 REQ'D 21 15 53.78 1.21% 554.75 554.10 PVC 28 24" YARD DRAIN CG-6 0.00 - 561.75 VDOT STD. IS-1 REQ'D 27 15 58.40 0.50% 560.11 559.82 PVC 26 24" YARD DRAIN CG-6 0.00 - 561.50 VDOT STD. IS-1 REQ'D 25 15 21.36 0.51 % 559.82 559.71 PVC 24 24" YARD DRAIN CG-6 0.00 - 561.50 VDOT STD. IS-1 REQ'D 23 15 123.97 0.50% 559.71 559.09 PVC 16 24" YARD DRAIN CG-6 0.00 - 561.50 VDOT STD. IS-1 REQ'D 15 15 85.18 0.50% 558.17 557.74 PVC 14 1 24" YARD DRAIN CG-6 0.00 - 559.00 VDOT STD. IS-1 REQ'D 13 15 93.84 0.49% 557.74 557.28 PVC 20 DI-313 CG-6 0.00 8 560.33 VDOT STD. IS-1 REQ'D 19 24 17.79 1.91 % 556.37 556.03 RCP I I I IRONIN 9ow"Ill tk Lc. - R MU -PEAR _JJND RO 71 •'fi p . •197.7 'WA(_ �--I L-387.3- WA L -c �Jn `�Z OWN AS 8 / U.S. RIX1�250 (iG�tf6A �,-:� -. _ __ -- -- _ - _ 0�-ti�iDFON PLAT IN D.B. 296-4-32 / � < I \ �•. / � / / / - - � l '�, ! * . �. � S�nr -�,...a. - Pi�R L NE & _..v....,,.d...�._ - -- --.- / - . t �a--v \ .___ - / \\ ( ✓ ,--- ._--- ' 5§�.E �L-. N4 11T= ...r��`-_....- '.'.."' -.... (D.B. 156h 435)-.. � _.... �� i BEN6 ARK.- .- r+�wTOP DROP INLET : - \ _"✓ --- / "-- `~ ffi/rrrrrIN 5so. / IVY ROAD) 2 - ---` -'-._"--- '-'--'-- - -- --- -- ---- .€L NATION = 555.23--_._-_-.-___--_ k - - 8 0 ( __ - - - _ �€ _--- --- - =l \ ". �5 ._.- ""._ 0� �0 1. 298- f _ -.�._ ✓ ____ _ ._!�_ - 5 - .__ - \ f SCOTT R. LINS'Z Lic. No. 035791,E 03/10/21 o��SSjoNAL E��l z w 0 Z O J U a � � 0 ZWZ)_j U o oz _j -I ¢ ¢ 2:_ > i 1 z ,-� m ¢ w I3� w o w W z w 0 U U . d In 0 ZD 0 U (D z U) W w z g w H In LL 0 J m ZD U) w U-)n .�-1 N M +-� o , � 1 � I'1 sr � '_i'f � 8 'o.0 Catalog AIMULt: KLI-LtL; I UK PrQja:i� 4e: , No. Direct Pole -Mounted Luminaire Direct Pole -Mounted Luminaire AJuminum Shade Job.N. Vertical Lamp with Glass and Quard Optlons uate� NOM: Ime Vertical Lamp Electrical . JiO�Irpht (277Vavatlable in atin and posti,pliaLl only) APPLICATIONS Integrated powers ' lydnOw'Stileffidillotilbeconriected TYPE III DISTRIBUTION op, directly into line v.1. a CONSTRUCTI-ON a1wrint'in E�Ktrwd�0,axtizacl door firstaro. T 1P +00 10.0 10.0 ).0 '0.0 L=206.85 OPTICS -JW� foupthic'-p W I to ktc,ca'ol E,�;YP.63�'Z�.l .,or + + + - - - - - - - - - -- - - - - 0.0 10.0 \�-o 0.0 NOTE: FIXTURES SHALL HAVE A 1AIA-A %All 11- 1 - - Luminaire Legend & Schedule Type No. SiteL ter Series _Q'Mri'QC-_ 7 0 R=2962.75 Symbol Qty Label Arrangement LLF Description 7 SLV SINGLE 1.000 SLV # 40-3-PMA-DM-8-BRZ 13 CL SINGLE 1.000 C74SQX-15-27-G-L9-15-G-DQ-BZ -0 18 RA SINGLE 1.000 1 RA10-LED1227-BI3-CG-2-LAS39-BB 're-wiredandteady r install !sJimcnablowitiTlilgande3,�eiiUTd�LGdiinmers se - r!:__ T-) uting 2�or 3/4" IP for arrnu.Flush mount and post OVI M ova able only !it 1/_?" a �Ishii. Ihacfa wof nionrifing finish oppris Awdildble !it 21 staindand and 2 specialty finisfieswth uphqnal coastal coafitig to protect finish in coastal environments (add �-C" to thefinnah) Inn r shade Is pointed glm whito QQnsult factory for custont finish options v v rx 1 1 v I v v I I I I L. L_ I U I I I tLttj I KIUAL SLV353PMA PLV4Q31,X Optional Acco-Qries A I R 10.0 .0 .0 .0k1E 10.� '0.0 '0.0 + 0.0 \�o i.leQtqf hvul,�#O. le 269i FOOTGANPLILE rOl3REQTIQN GIEDs, �ast Guald,V010 C4qa or Who Guaid W T' I Q` pittions 4VA14 M.Idply thai IdloWng fiact.. Co.. tho A IGIT pwfs- stavi., fwtarxh. �J.eq fr La-ge. in - Inectntinq heaij�t usting _F SEWER '0.0 '0. VO.0 + + -A -A __i��12 2' F12-112- S NITAR\Y A \ "'­ .0 0.0 0.1 0.1 '0.1 TING LAMP AND WATT CONVERSIONS UL listed to US and Canadian standards for wet locations ce. 6o To Change from 30' Wrnp a2QW qSQ'vY 4QQVY 45WIV 25�VV k Qirs9taurl�rrtoufn, lly P 76001, U_ PMA PMA PMA HFS HPS HES ptionw) (D B\ 270)6 ''Inotint -U M T. 1.0 footcandles MOUN �l' all" "Attro to.( suffaw + + + '0.2 +0 2 l�: Ro4h,lopjo,r_a'orA' cur4 orA��rS� square, pQIj (opijov4q, VP JA bu'. Multip1lar .86 1.02 1.22 1,32 .71 t.39 2-75 +0. 0.0 0 U !a� Qdorsciqu pot (o Arole Rtffl,dt� Onl� M,bU SAIMEWWcA 4 IN RwSA 12" 0.5 footcandles v Ic I � TSA ITARY SEW WASRANTY�Ll§,TING5 TYPE IV DISTRIBUTION 0 '0.0 + TE M P. + �\ 'o.0 +0-1 +0-3 +0-7 +0. QL I V -R. + D" Arid to its jNr�jlnmgri; -4 DO. 60 60-- .0 0)t +0.2 .§7_712 +11. 1 '1:6� �+l -.0 *0.4 '0. 010oling �Gcdd- 5loalliple: SLV493PMADM-S .'706 30 +0 \ + / (+ +0 V + �3 i 'o.6 -A '0.0 :).0 0.2 r5F.�_ 15) 103 El 0 El El Ed F,1 El F F] El El El El El El El [-A + +2.6 +0- : , �� \ , -4, 0 94Q + +0.1 10 5 +1.5 5L, V-Wrlp.gl W�np� 2-Typ a I P MAFQh0ra't out pjn�a. kmou't "I"" f""bll ,il 146T 3-4�0111 1-2* SLV404MA SLV404LX 241 4-rjp& rV 1 0 5�T�­J + + +0.2 + .1 .4 _3F/ r/ . q Ci­� L-pILED 1:4,4 coasUl aaoig Optu, I Aoc-t-w N-UN T�1'. 0 FA8 �4 N El M AEL Aqo- Blyij ' 11.U.,k) tN­o") [I qA.,k) 09"If R EoPo E] GU24131 at a '_ -C W [I istu it vi Gull w nactr2l;27oc?Q 60 [I A Ej �111 ao.) -F �R.,[, GU2426' jEYWW24/27()0N SLU firo�) Q -CGG (Wrskswip4st5�4 M­� GU2021 IMW�IJ241210019 F'LIG, [I -fGa 71 �CGWC (Cl�roksvftl 71 GU244V �42%1142412700K) GA [14llwc V�W�Q­1&.C�jo LG I'll- I �LM [].WG (Winon's, .11.1114 []LED 235- naW LED f�!01(190 01/872b) 11 1A o',hWiWIMA-�­ ::] pt, (pS,,,i�, 4p-) U LED 82 :] D fF�d) C3 LEDIM"f 1;�O]K/9001�1288]q J son Ss- - ql-) [] ocinal SMV (30i 0_'Nhr�h El LEDia4O'-IlbVLED14POO&�WCR[JIUMI,� "" (""') SS ts.t'� &f'.) ru W TO TzA, � Gc�ph do Tito T� g�" I wr Gl_ma�i YEL lz�') OHE 0 ------ 11R.A�l 0 SIGN 0 0.0 .0 Sidi V '0 gi .0 +0.0 10 '010 'o.0 + -()-U- W ------------ ------ OnN -19 ju . . ...... . ... ... ... . .. . ....... -------------- NW, P 0 QHE Svq SV9 SV9 S'j9 ........... WATER LINE &_ % --F S V_ SIGN --- I G RAP HtQ__aG4�L-E--_ (D.B. 156 -435) 30 V 0 ­__30 ­6 120 - - - - - - - - -- - - - - - - - - - - - Sjg 's GAS 7: GAS GAS G, GAS IN FEET e, _.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- - ------- ------------- oh� V�SCOTT �RLINS��_?, i--1 ,U Lic. No. 035791,�- 04/23/21 � 0 AL '*'S'11 IV 9 U) F- z LU 0 0 U CL �2 0 z(r) U LU IM =) U Lu _j 0 z o U) _j LU CIO _j U-11 Ce > Q LU W LULLj Ce ce LLJ LL1 2� 0 z U.11 V) LU ILLI V) _j 0 0 0 U U LU < U < U 0 0 < < Q) 0 U W i�: Q� V) i�: rV Q C a) z 0 U 0 a > 0 in > W LLI M Z:) :t Q_ W LLJ II z 5 0 U z 5 0 U V) cl� 0 x -C (_9 ILL_ CIL z U) U) LLJ < z 1­1 (f) (f) LLJ z LU -J :3 0 -r- LL 0 LL (z -j CL LU a- LU 2 U) Lf) co Z) U) LU U_ 0 __j U_ 0 _j 0 0 ED Im U) uj U) LU .2 CD CD LU rl C) T-4 C) vi ko (n Ln T-1 r-4 M ';t 0 ­1 C) C) 0 a in z 0 E 0 0') V) (Y) Uj L: Q) 0') P-1 0 C� CC) Q) in 0 < 0- C: C) 0 0') -0 Z3 Q) 0 Uj Uj W _j LLJ > -0 0 Uj Uj Q) c) hr' Z' 0 Q) a) < P-1 W (D 0 U :D ne E U) LIJ 0 W Li LL, W 0 U V) U) _j _j 0 0 W < 0 0 Q) re Q_ o < (D C) C) x Q) LU _j F_ U Q) LU E ­1 LU :3 0 LU 0 ln� M 0 CL U) -0 JOB NO. 192171 0 SCALE =30' SHEET N 10 Page 6H-14 April 2015 April U15 TypicalTraffic Control Stationary Operation on a Shoulder (Figure,rrC-4.1) Standard 1. For long-term stationary work (niore than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORk AHEAD QV20-1�', Rl(;I-I'r SHOULDER CLOSED AHEAD (W21-54R), 14111410r, M, even though only one shoulder is being closed. For operations less that) 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a #'.I yogrg isign shall be added to that side. Guidance 2. Sign spacing shoidd be 1300�4500'jbr Limited Access higlovays. For all other roa&VqY4, (lie sign spacing should be 500�-600'ivhero the postedspeedlintit is greater than 45 inph, and 35W-500'whore the posted speed limit is 45 inph or less. Option: 3. The SHOULDER WORK (W21-5) sian on an intersecting roadwav mav be onlitted where drivers emerging from that roadway will encounter -,mother advance warning sip-n prior to this activi!y area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices mav be elintinated if a yehicle- with activated high -intensity ainber rotating, flashing, I oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead or the vehicle's high -intensity amber rotating, flashing, OR! oscillating lights.. Vehicle,hazard warning signals can be used to supplement oscillating, lights. high -intensity amber rotating, flashing, Lik., 6. Ta per length (L) and channeWing device spacing shall beat the following: Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 :95 95, f2 30 135 1,50 165 180 7TT .2 4 40 240 270 295 320 4w 5.0 500 550 600 60 600 660 72Q 70 Channelizing Device Spacing Location SpeedLimit(mph) F 0-35 1 36+ 1 L_E�j snati notexceeo one acces On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled MY. 7. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed li'mit. 8. A truck-nio unte0 attenuator (FNIA) shall IN used on the shadow vehicle on Limited Access highways and multi-larte roadways with posted speed limit equal to or greater than 45 mpb for operations with it duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placled its needed. 1: Revisioa 1 — 411/2015 06 �� IZU - 9ft __11 "ROAD WORK A HEAD" SIGN (W20-1) SEE NOTE I ,SEE NOTE I $(a(Jpnqry,�0per;Ajiqn , onq:Sliquider (Fig�twv TTC4.1) "END ROAD WORK" SIGN (163220-2)__ iq� "ONE LA NE R nod D %.f1_1 A HEAD" SIGN (W20-4) Tage,6H-45 G20-2 (V) W - 120, ////SHADOW VEHICLE REQUIRED WAREQUIkENIENT SEE NOTE 8. SEE NOTE 7 SEE NOTE 6 CHAJ Se W21-5bR W20-1 - -------------------------- - ---- eul ApW 2615 TyTical Traffic Control Laite.Clo-snire oij a Tivo-Zane Roadirky Ying Flaggery. (Fikut6 TTC�2)11) NO-TE—S 1. �IkiiA� dgiink6 shdald be 35-fl�J00'wh0o thepostod5med ftifilt is 45 lnplil� W.5, a�d'_590L,300' � d , �.1461_�-:� , , I - ­ - I iyfig�g 0opa56! spyq 4, 111PIL wr, owl M-5uzw --vigh 'r C' distan R #j N, �qi ond 2ption- 3, Where Rivk-of-Wav of aeometrie conditions wevent the u8e of48" x 48" signs- -361 X 3611 sims niav,be, it : sed_ 't ndak 4 1 Flag-&j stiiionssltifll be located litr;eno4gh'iti. advance ofthe.work space to peq I aq�ap p i -pac I lithig d 41 lac . M I the left o,, re urn mi''th ep, _01tu exight ian re'reac qg oppdiw OiW:(se- al V, Table,ORI. 41od Page,611-55)., 5i I ie x er e. 11 d - th 5, A-11 ::,,be a d0itfarid have.their-certiflodon car W e po _Se��,5ioa,ivhen piet Qrmm aggmt_dttjic�lsee S ti ii W MA, EN j 6. Cone spacing shall Ogg 10 g be L R wicilfatiod, tight 7. A_ 5h4d w veJAkle,-wilit atleast one..bl'h hitenAquaniber kita, tin Ek ... g I 9,1M, shall, be parked,80!�126' in advance.of 8- A s4ppte _*en%l takzermai�be reollired M*ffii� area to'.give advance.*4;*� of, the affic anor, o rek jfi6 fla6 slo'wm_asap gota, chihi4r, - - � I aef 11. At, nio�i�j fiagg�r sta-,fiorts, shall beIllwjAnated, except in emergencles,(see Section 6E08). 12 comes 111av be;leli I n1inated y�heii using a pLjoivehicle jkb4aiion or- wlign the f6tdl fdady0y ividthE 20 fe—et bi less 13, FnIr 6fiL-�iinnq W�Ith qh4f work,70nif.'� nn .4,.- ig -r0,)(fvviV.q U41ke'ttif. llndbFer ii vi�q`t�' PTX3 SP4�w (gente r totoiiter) 1.05" "S FM PROPOSED 18,1& SF COMMERCIAL OFFICE/RETAIL PROPOSEDS,000SF I PROPOSED2,500SF COMMERCIAL RETAIL I RESTAURANT 0 NO F5 lane Closure ou'a Two -Lame; Roadjya�. Usl4g -Flago (Fiagwe iTC-23.1) F EXISTING JEDICAL 07FFIC MED 0 'E EXISTING P : SPACE BALLETSCHOOL 5 S (2,465 SF) (6,800 SF) EXISTING OFFICE SPACE 1,,6. SF - W__20-7 SIGN ____1 I V I ----- -------- SINGLE LANE CLn'ZURE ALONG IVY ROAD REQUIRED FOR MILLING & W20-7 SIGN 0 VERLA Y WHERE THE PIR% OPOSED "BE PREPARED TO R % 00-41D CONNECTS INTO EXISTING .qTnp,, qTr7AI I"W3-4) PA VEMEN T "RIGHTSHIOULDER CLOSED A HEADH SIGN (W21-5bR) 50 page April,20,15 page al-5 Table 611�2, Tapex Length (L) Posted Speed Limit (mph) Width of Offset (Feet), 9 1 41 12 R I emarks �2 J: 30 1,35 150 165 180 11 7, 77�� �j 40 240 270 295, 32Q �4 4� §P 4 5 50 450, 500 5.50, 6bo 6Q 540 6QO 660 72Q . 1 7� 1 0 1 650 1 700 1 770 1 1 11 1 Table 6H-3, i Posted Speed Limit (moh), Distihce (Feet) 25 65 2 �5 25Q :.777777 4� 3160-380 77777: =7 500 65 6-45 — G75 MAINTENANCE OF TRAFFIC PLAN: 4 MOP 1P, �� N� _�Nl H 0 SCOTT R. 'LINS ��Z 0 'T (U Lic. No. 035791 0 0 1 3/10/21 0 IONAL V, LU LU 0 0 U) U U < < V) U) LU U U < 0 U LIU 0 0 0 0 U U a U) 0 U) U LLJ U C)� 0 0 U) ED Lu uj Z) _1 U U _j < Z < 0 0 Z U) V) LU S co - U) U) _j 0- Lu LU < > LL] LU F- LU "-I < < 0- U) a LL Lu 0 > -j CL M > w LIJ LU W 1­- F- U) V) ce Ca U_ LL Z) 0 0 U) _j _j LU < ED U) U) LLJ LU ne CD C:) ­i uj r,4 C:) r14 rN r-1 CD "D T-4 T-i Lr) i C:)